Loading...
HomeMy WebLinkAboutRevised Site Plan 08/03/2022 APPLICANT INFORMATION : t`) OUTHOLD , NY 01 1958 Sheet List Table SUFFOLKSHEET NUMBERSHEET TITLE APPLICANT :...... T T LLC C/ I LP.C. T1 TITLE PAGE ADDRESS:.................. BOX 1452 Al FLOOR PLANS CITY:........................... TTIT CK 11 � \ ,\ \ \ �.� ��\ ' fi,�� \.", � �`�� ,�\�\ f� y\��\ _� A2 ELEVATIONS Z. ♦iedim�\\\, O Sx� \1 \ \\ �\ �, ;� \ \ \ n � z. ?r a`� \`- \` e �e�ii, STATE:........................ NEW Y � r,,a. KM 1 KEY MAP PLAN a:.:..:.,.\ ...,. �.,, r•: ::a\ ,:., a ..a.....:... .. \. '. � _\.� ::::.. _<.•.!. � . . Via.�...� a_m\, ;? �::8.. e \.'.;..., .� .:. \\'; ZIP CODE:................... 11952 , qa\: C1 EXISTING CONDITIONS PLAN n `a EROSION CONTROL PLAN C3 DEMOLITION & REMOVALS PLAN � \;,,a :t id�.� \ \ .. ¢ ', :• '. fix:; F C4 PROPOSED SITE PLAN SITE INFORMATION ' ` _ C5 GRADING AND DRAINAGE PLAN \\\C�\`\ \\�\C`���♦ \ ,C ate\ \\�` '� \��i �Y Y £��� �\\ ��o � ,. \ ��\ \ „ . ♦ , � u.\� C 6 UTILITY PLAN :: �\�a� � ,ter\ \�\u\\\\\\•�\\\�Ya\�\\,l. TOWNSHIP........... SOUTHOLDC7 TRAFFIC AND SIGNAGE PLAN � .:.. � �..: ,a c z �' � \. \� i�� a\` :, HAMLET................ PECONIC C8 SITE DETAILS FIRE DISTRICT..... SOUTHOLD F C9 DOMESTIC WATER SERVICE DETAILS .:.. ,.:.,... 1 0-075.00-01 .00-00 .000 (TO BE SUBDIVIDED) r AREA OF SITE...... 13125 2 LT PROPOSED LIGHTING PLAN S.F.. . PROPOSED OVERALL SANITARY CURRENz� T U E..... T S1 «J PLAN - P AFFORDABLE I T S2 ENLARGED SANITARY PLAN 1 S3 ENLARGED SANITARY PLAN 2 S4 SANITARY DETAILS S5 SANITARY ELECTRICAL DETAILS r3 \ \\\ s ��'�\� �1�♦\\� \\��\ �`` a , \ ��� y PL1 LANDSCAPE PLAN �'' \+`_' i. , `a, €z r \ \\�, �Q��\,a\\ \�S \e �� .�� \\? \ �`'.•i\` \ate ma.: F(\�\ \\\\\ =z;•:. 3C:'. i g � ,a LK'..'� �.W=�i;T=.t 1@ � ,� \\ •\y.?'�' \a�\ � ��.,\ .•.\\•.• \ \`T�:-. .,.�:i <' t:a .:=a:> ,C '� �,..�'�`_ .� •«•,:s`::=�,iF�.ni i::g.i $ ,� \.L.>. \\ � Yo\ E.�:i�Y,.1 \ \'\as&\,. > a-..,f.. �,• sse,\ \�` Via€. \\ .�`�\\,.. \.�.r, a\ I��.. �z v'. \. ... ..,t..zai\. n �..:F; \a".'E;�.. :,.< �.�K, � \�\�\ v;. \�-' .\g.. �\\ .:?` 1\ \\OO\ \u;.:aa \� "`t• `E, �m' i l i iQ' tail yy= I WIW g IIvtW i J " z \.. 44 I ._ r€Ivy .J <� •<.� ; a a�. \\\ �\ .:3:s:. \\\ �, .�\ a£ \\.v .£ So _ \ QJ p rr ` I>,�t h 01 V \ \\ � x , '. � .:::. I. , .. .,. <:..: :;..,\, .....,.. :. ., -r <,x¢ €,.. .. .. .. r ,in,.,,.awa\..,. .;n << :::�: ... .: .,.. •_...PNb,t '�ss:. . a NO (_ r I ...v,l aC. l,�"a. ,\, l..£�. ,,,u.. .. ..., t ..« .a ii.. :. .... .., .L t n. n • \\ .. ...........\. �>a, ... \ x..„ .. Z a w , . se \, \,. c \ .a,...e\a...a.. .,,..y.,3,H. ... ..., ,. ,. a ... ....n ........4............ \ }�� RECEIVED 51. ss Southold Town` v PROJECT Planning Board f, ss, LOCAT 10N a LaucghIng o � Waters sss 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD ss A U U ' 2022 DATE BY DESCRIPTION APPROV. BY 0 Ss T 9 East REVISIONS r uth0uls's SOUTH OLD I SUFFOLK COUNTY Y N T.S. CAROLL AVENUE COTTAGES \� lJ C) ©� NEW Yo C; Qj �o�o�. D19/qs� � TITLE PAGE C1, C R R 0 A v McLEAN ASSOCIATES, P.C. C 0 AG S CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C\ a) �� �� / p Sheet No. C) �-_ ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGSA fined B J THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS {{dd C� O AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS PRO�'(5�?Q � Designed y� �� �FD Scale: F'�S NOTED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE ��^^ r9�9 — II PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW U) SECTION 7209-2), Approved By: RGD File No. 21039.000 20'-0" 20'-0" 5-72" 4 1-51-11 t 2 (2) 2x8 HEADER (2) 9.5" LVL HEADER 1005 1006 00 8i _ __ _ _ __ _.. ... __._ _.._..� _ _.__.,--___-.^-- -- _. EGRESS 2X6 STUD WALL W/ 'J" W CDX SHEATHING & 8" THICK P.C. WALL W1 (2) R27 INSULATION #5 BAR @ TOP ON 10-X20" Ln 'U�P.C, FOOTINGS TO 36" MIN D BELOW GRADE BEDROOM I -11'4 00 DINING -C-4 LLJ 00 PANTRY -————————- CIO,/ Ln 2'-4 00 HALL KITCHEN 4" P.C, SLAB W/ 7-5 t 6X6-W 1.01.4 WWM— � \ 2X8 RR 16"OC 2X8 RR 16"OC �4 C BATH Z" I in — 2'-9- . 9: 12 PITCH 9:12 PITCH. 2-102 2'-O"X6" 8" — ' ") 108 C'L 2-10 00 9'-0" Ic"i LLJ —104 BEDROOM 2 LIVING 0 00 Cn CD u 0 Cn ......------ L—————— ————————————--——————————————————— c- 102 (2) 9.5" LVL HEADER 101 (2) 9.5" LVL HEADER I n 0 21 4'-112 6'-7jl 0 4 4 E] El 2 2 0 SMOKE/CO HARDWIRED COMBO DETECTOR 4- FOUNDATION FIRST FLOOR ROOF PLAN 4-1 PLAN PLAN C- - 0 U) 0 0 V) SEAL ARCHITECT PROJECT 4- -0 JEFFREYARCHITECT SANDS CAROL AVE L L C 6 EVERCYREEN 1,.ANE EAST QUOGUE, NY 11942 1080 CAROL AVENUE (D P1[ONE 63)1.375.5997 AUG 3 2022 PECONIC, NEW YORK FAX 631.576.8916 4-1 L—S-0—Lithold Town V) 0 1 Planning Board (D Cn 4� L- 0 0 DATE BY DESCRIPTION APPROV. BY 0 . 0 0� FLOOR PLANS REVISIONS V') 0 N.T.S. TOWN OF SOUTHOLD SUFFOLK COUNTY, NY � N 0 u 9� CARROLL AVENUE COTTAGES ' 7� *0 cn L-- CD ca- rif NEW /0 FLOOR PLANS I E j);kXD G.Dz ;8 0 4- L. K. McLEAN ASSOCIATES, P.C. N Ct CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Q)(N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. CD k ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 56985 Designed By: MF/CFD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS (- UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Cf) ENGINEER. WHERE ENGINEER MUST SIGN, SECH ALTERATIONS ARALE. DATE D MADE. TH ANE Is PROFESSIONAL ENGIN Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW A l Cn SECTION 7209-2). Approved By: RGD File No. 21039.000 STANDING SEAM I METAL ROOF 12 PITCH 12 PITCH 12 PITCH CANTILEVERED EPDM CANTILEVERED EP ' RUBBER ROOF ON "CDX PLYWOOD RUBBER ROOF. ON a'CDX PLYWOOD I L102 104 EGRESS103 I fill I I � I � SIDE ELEVATION 1 FRONT ELEVATION CANTILEVERED EPDM RUBBER ROOF ON 12 PITCH J"CDX PLYWOOD 12 PITCH 12 PITCH Cl) O STANDING SEAM METAL ROOF - w V) Ln I I l ............ ..................... . . I O \ � III JEG4RESS C- EGRESS j I - _ U N DE ELEVATIO f REAR ELEVATIO0 il U (n ARCI III CC I ° JEFFREY SANDS ° "'O'y ARCHITECT 6 EVERGREEN LANE t<, _ EAST QUOGUE, NY 11942 z:ro' 11: PHONE 631.375.5997 - -- FAX 631.576.8916 AUG 3 2022 I I---------J Q Southold town Planning Board O 0- co E LE VAT I 0 N S DATE BY DESCRIPTION APPROV. BY o� REVISIONS N.T.S. 0 0 TOWN OF SOUTHOLD N SUFFOLK COUNTY NY E 4E ° U CARROLL AVENUE COTTAGES N ° d 0 Q ���oF NEwro ELEVATIONS N E �� ok\D G. o * `��' * L. K. McLEAN ASSOCIATES, P.C. N .yam Cx, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS C' /� Sheet No. O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 985 V Designed By: M F/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'SUND ENGINEER, WH THE IRECTION OF A LICENSED PROFESSIONAL ER SUCH ALTERATIONS ARE MADE, THE ROFESSIO� : Drawn By: M F Date: J U N E 2022 � A2 � (n PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW - SECTION 7209-2). Approved By: RGD File No. 21 039.000 ER x IATAi ; NMN � p 34890 COUNTY . r ROAD 48 LLC r 34892 COUNTY ,. J ..ROAD 48 LLC CO ,4 I SUFFOLK CC.UNTY I I. - OSPREY r` I DOMINION CO � r 34800 COUNTY � I ROAD 48 LLC � I r s�z -7 6 Re � I it r ! { ! ROBERT PHILLIPS 1 I t CICHANOWICZ, } f ILEX VM LLC, 1 TOWN OF SOUTHOLD 9 i MARK t ALT RS N ;,,r MARGARET d r KILLIAN, 3 x 4- r MARK 1VALTER MTA - LIRR ems, i ( FLORA ANAGNOS n < Q 0 ch Co ' A t / IOf U- I f I I I w r t SUFFOLK � r WILLIAIw , I I COUNTY PATRICIA 1 RAYN I KA4a" ELL MICHRI L OOLIS EiRCFiEL ► WALTER & J f FLATLE TACEY I _ , ° 1 CHARLOTTE+ ► i�ARCZE'UVSKI ° r i MILLER iAl2I0 � _ I j LISA ROSA a 1 o r 1 ! H'ENRIETTA DAE r N > r Vl rr T- ., -iR!\ R. L ( 5 0 ' ) i O O � O SCOTI'KRU1 I ! � � � ClC HAIRSTON, � MAZIE LINDSEY ! HAYES, [ I j PECONI'C, 1 -' PARKER ! � i 1 LLC t C JCIBEYREEZ 4 :< f � I r it S U) a r RECEIVE w, z�2z o �Uil�ir�c5 With LOr�� Usage .� � _�. _.�__ �. _ �. �.:� .� �.- � � � � � � tau s Q i cn Low Density Residential � ` � � JAMES & R,UTH I � m ' MTA I-UBBARD I — OUfK6_1C Town ' Commercial r �- _ _, — _� _r 1 J a pI LIRR —�- _ Planning Board - -- o) Not within 00' � 1 � �. � , _ OUTHO L ` 1 LI IANA ARILA �a E � x_ � � r 1 �; Distance from .Site Location j r � � DATE BY DESCRIPTION APPROV. BY f E 00tt s , 1 REVISIONS KEVIN TERRY t �; N t ! TONE TOWN OF SOUTHOLD � .� 0f�ft cHRIST�7FORAT0.5, 1 o 5ite LC,cCItiCan I ET AL. i SOUTHOLD SUFFOLK COUNTY NY STANLEY ZUREK _Mr CARROLL AVENUE COTTAGES r. `" _ JAYNE & $ j �o� NEW KEY MAP PLAN r } .. ., 1 �5v RTON1DA _.� _ _ P� roe N o 00 200 �.�_rEet _ i O 1 J P r XSEPH PEPPE I i WENDY SMALL t Su Court UConn/CTDEEP, srl HERE Garmir1 GeoTechnolo I uses IPA, USDA I L. K. McLEAN ASSOCIATES, P.C. Q / � , j ` Inc.,_ ' _ I i _ _ r CL CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YOLK 11719 E i r_ t r Cn a 0 80 160 THE EDUCATION RAW OF THE STAY OF NEW YOLK PROHIBITS Fa �, y: M F/C FD Scale: ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 56985 Designed B AS NOTED Sheet No. s AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rYS Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGI FESSIO�P�" —" PROFEEER, WHERE SUCH SSIONAL ENGINEER MUSTSIGN. S"REAE DATE AND �. Drawn By: M F Date: J U N E 2022 � DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE I DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21039.000 / xP8,9 x2a9 x2B,, xM6 S 38°45'10'' E 886,47' x Pa., � „s� x -- -- x29.s -- -- 1 x X x x x x 272 PROPERTY OF I � 7B � 2R0 x P8.1 P8.2 Pa.2 � % 27.7 27.6 X-- IRON I \ I \ \ es.� v.9 273 ROD xP&3 29.° x 7. x 75 x x �0 M3 \I/ x CAP IVITH �9�X. ` 29.1 _29--J29, 2 xRa•, x275 \,, �! 26.9 x2G7 TOWN OF SOUTHOLD P7.9 % Pa7 x 28.6 x 28.5 I I 29.D2 x 2a5 2aa x272\!� 1 LOCATED AT x 27.4 1 x 26.7 xMe 2� x x x289 �►%-�`�, PECONIC Pa.B JA x , x 28.3 \x2a7 �° Pa6 8 *\ I\!/ \I /\� )X 27o 2�� TOWN OF SOUTHOLD \ x 2a, X289 x2B.6 '=\ x _ i SUFFOLK COUNTY NEW YORK x279 _\1/ lNl \1/ \ /27e�1/�j/I\ x x272 l �1 / �7 l� /;\ / x27o x27.3 1 1 � 270 / Pal/_ _\I/ .\1/ x29. % X2R, dl\ / -\1J�•` 'r� /• ��J� I/ �I/_ AREA OF PARCEL = 213,256± SQ.FT. OR 4.896± ACRES 1 I I 2R3 - I I x2&7 \290 ,e9.°��1�/ 270 I / x277 xPB.3 %2e5 I / x267 x27a /' x27r x �I x 272 _\1, 1 I 2a9 'I\ I X2B.9 \1f✓ '19C�. I/ \1/ 1X)(/1_1(1 /\('�1 ]{) �Il� \I/I X267 I \I x /li, I\ x28.3 I \ 25k� II \I P9.3 1 J\ \ x \'��\ X. x2a3 \I '1 r \li\ I \I/ x2a, '_ / x2aD \i / \ ,, x LEGEND yyy /�/ \ / � x26,9 I / \ / \ �\ 26,4 ram/• \I �/1 \1,✓�I\ \ !. �" I / 9 x L \ / x2se� UTILITY LIGHT PULE 29, / \1/ j� ' '" �'1'�y\;�\j Ps7 I 1 -O. . . . . . . . . .UTILITY POLE X I I p R8.9 x28.7 \ \ 'I-.- 1 % Pao j I L { \ x% 1 O . . . . . . . . .LIGHT POLE Be I LV ✓ 2ae \ x27.7 /1\�I/ x27.7 \ z8.2 R6.726.] P6.6 270 . . . . WEL L ^i CL 28.6 x28.4 xPa3 x275 %29.& \ \�li SIGN 2. / a I II 1 /!\ /I\ _ x273 x26.s 1 O POST `CY P8 y �29.1 x2s6 \I/ / 270 ' 1 � C17NIFER0US TREE I x 26.6 x Pa.2 / \ li\ x P6.6 . . . • • • • DECIDUOUS TREE th I /29.1,� 28.8 N x22J '�\ x27.3 / x26.7 I x 8,9 x 28., x 28D = I \` x 'IS." EDGE OF PAVEMENT EP - - - - x27.2 SPDT ELEVATION X � \' x P7, x2B.9 xPB.s - - - - - ._ - - - - r.L - - - - - - - - - - - - - - - - - x26.a - - - - -- - --xPZ3 _ AX of - - 28.7 - - - - - - - - - -- - - =lId?ll - - - - - - - - - - - -% - - - -=-1- - - - - - - - - - ��� - - - - - - - `- _- - --=1=�- - - z x / x O I x291 Rae/ x28.0 x x27.8 26.9 x O �_/ x28.1 29 xPR2 27.6 \ J 1y J I 26.8 26. \ 29.D \ 1 I x 26.9 270 o / r I I I x 26.9 %gas x28.3 x277 D T /I\ I\ / 1 I I / 7 2 x29.4 \1//'�'1\ /'� N� \ /_ x269 267 `n \ 1 \ 0 xPa7 ,rJ x 2T° 0 26.8 1 cn X29..5 I w \►, \I I I x29, x / x 2�31//I\ 1 C;� O x 3 x28.9 I \2�.3 \I/ 1\ x \ I 276 V / x29.2 /_ �!/_I \I\ / /�\ i 2a.r J I I x27° y x x27a '- cl� 26.6 1 _ _ NOTES xP9.22R�9.0 /;\\I/I\ \I/ /I\ /'\- /!\ I I /�. I I I I x266 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. � 2F x2R, ear; ;r�r/I\ �� 2` �� xms X 9 x26.6 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, C() x29.3 s2 ' 1 x28. '1\,�!\j / , LONG ISLAND ZONE. ay.33 77 P77 1 x 29.3 X2RP ( / X 2RD 1 SQOOM 3O 3DQ3 1, \ 3. ELEVATIONS REFERENCE NAVD 1988(GEOID12A). X e'l(9,a_s'8.2 Pg 2B.3 �,2 27s 2T 9 �� 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED SiT7OA 3D 3DQ3 2Rs x2R' x2B.9 317 Q3000A I I x27° x26.9 x LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 4-1 C) _� 61300011 x 3,07 x285 33N3.4 NNI7NIVH3 1k C 210731 I I \ 27D 2�- NEW YORK STATE EDUCATION LAW. 0 x 30 x 29.3 2R3 21Q3'33_- - - -- X x- X X -. ��\ x 26.9 C ®RAILROAD 295 x -z9- X265 2g� II II z1 i / J 2G9 = 1 2T. 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF \ I ' f / 21 THE LAND SURVEYORS EMBOSSED OR "INKED"SEAL SHALL BE CONSIDERED TO BE u MOM �, x 30.0 N 4 0 020'00'' V 355,24' x ` VALID TRUE COPES. (� x Pa.l '-� I I / / x I 28.0 I I x / x x 271 x 26.8P7.1 \ x 26.8 3 3a0 I p 2a,r 270 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN p Q � \ % \ 1 x ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS Cy- (� \ \ 1 me ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND v J i © � I L, \ \ I \ SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM (10 i p I z p Pa.,l 1 \ J \ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, x 26.9 x GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE l \ �� / \ x26.B � _ W "t 28.., �✓ \ X271 - - - -''- - ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 4-1 Z ❑ Z - - - - - - - - - -- - - ►- -, ❑ 7IH?Jl SSV�D - TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Z p p J \ - - x 1� I 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. � I-, z ,� 271 _ Q W I x27' X27r xP71 /2 8. THE SURVEY CLOSES MATHEMATICALLY. / I \ x x 271 CA 28 X``nn z.a 3 x27J ; x26.b O - - .E I o U v w \ M A x 275 x .a x2, W x275 x \ x P7.4 x 27.3 9 1 x 271 x274 1 x 27.5 T W I N I / x 276 x 27.4 �F.".^D 'g0' • O I /Z� x P71 g�+ .'1. r ' 8..) Cn x r1x 1 0 2 AUG 3 2022 IPa xP76 x27. ox 273 x275 Sa,1E�icld 1 own Plannlnq Board I.() • x 272 O I I I x �78 x272 1 I ` 28.9 X29. x 2. _ \ � x279 x276 x27.3 E � /) 0 u 28.9 N� x 27.7 DATE BY DESCRIPTION APPROV. BY N N PRI \ 27 REVISIONS 23 27 Q B.M.=29.16 xv7 TOWN OF SOUTHOLD 1 MAG, NAIL E I N \ FIN UTILITY x SUFFOLK COUNTY NY LIPA #10 N \SQOOA 30 3D93 ' o o CARROLL AVENUE COTTAGES ^ � N N - _ __ 41 l QI x W ;Z,5:!3 LIPA #10 �O� � �� O 1.0'S 1 SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. - LIL. au A K x P�.B X - ,`Q� Np �.D �� EXISTING CONDITIONS PLAN Q j DISTRICT 1000 a SECTION 075.00 * 4y�4 BLOCK 01.00 t, L. K. McLEAN ASSOCIATES, P.C. LOT 006.000 r CL- NJ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 56985 Desi Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS WS O�Q F'CSS��NP� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / PROFESSIONAL WHERE Mu�SIGN, SERALL,DATE AND � Drawn By: M F Date: J U N E 2022 DESCRIBE THE FULL DO'ENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SECTION 72CATION (NYS ED. LAW Approved By: RGD File No. 21039.000 1 I lV/i 0 PREY D_Mt f tLrL71,t E CC17C111VY C7 — SC1f 1If! is `� I_ Irh1:t�!r \ ®� _ __ ANGLE FIRST STAKE TOWARD �•G �� FENCE POST PREVIOUSLY LAID BALE, yL` /- 36" MINIMUM 2 x 2 FLOW �i �C ' 6WOVENx6 - 10 001110 1 0FEWWF) V l rd FILTER CLOTH 0 \ - ,.✓,I�. ,` �i C. �� S�OAE 50' MIN. SEDMENT 4" VERTICAL :SZ C: �^ BOUND HAY BALES EMBED FILTER CLOTH HAY A /OR a SITE PLACED ON CONTOUR MIN. 6" INTO GROUND �TF +a COTTAGE COTT,4 _\Id`�I, FACE z r � ��F \ ' I/ #1 1 # _ i �f, dl ' 1 r 2 RE BARS: STEEL PICKETS OR 4.. v y �Oha 4 FF=28.25 FF=A8'. i I, _ 1 4' a t D ._,) 1 ,�0 ?89 ' d Z ( ( ) ( )_` 7,' t,"' i I� 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: Sr'"t: n�;Krs 'i >ts�r""�•f:r;� 41 �Jti 4 Q 7 t": �.. 1 _ i35��'vTk '.s_'..t�~•v� tntir,� a �tSrF p j I ) \�� ( �, -, /}L } \ ✓ 1 DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREAsti w-: Y v.rr s•. r <'' tip" ,( ,•,,,,_ .j` (/_ / ( �q .,r.:•...\_y,,, : s s r, RE / 100 LINE o "�s:`i >1•i:� ... ..r .w;iii�`-;r,�N41 li, Sri i•x•X4•: •ftf• .T,-` ��\, AR FEET .:. ,HAY BALES. 1/2 AC G DETAILANCHORIN SEy 0 SECTION DETAIL ``'•;r S.. i . :T�ic �;;;r:,., �y �e•• c � Id �; '�:�„$y I� ti' i .r" ,`/° \ � < .._ K "fy C s=•,,,T:- 'j�tiF.�,,{`i%f;,.: n4' CY STRAW BA DETAIL � ��?^��� Yti• LE DIKE S ,•.:.:_:.- _ SILT FENCE DETAILS Imo, ,.1 •'.:. `:~«�` ,.,.h I / I a. k `.� f"b-. �• -'�^ �. � ,{\3 t f 4 t v� 1 ' �`�pN�y��>,'�.,,••:. ,.,;•;•/r., •�,�'-_VdiIO ■ •1'\t t^ a SCALE NTS ,•f.4•N.i�� `{i L'. 'f`1'� S"�"..•it SCALE NTS _3Y1. �F1:, ,1'r t1.1-•;rja{I�,,y:i tl \ :- 7/v mow aim a N.0 srATE mar. FECD. OTTAGE D. mfe•cf.E TRANCAWE DO STING AIRON OF O 1I � �ii \ ,� - -� '�. �,`£'':,.°-�.9'' {' •� -�' ,;I IQ `, �'` � coNsfrwcffa ENTRANCE-lCfINOA,ION aE RADE #9ORA MADE vQ r F'=28.20) \ \ •�' f 11 °�l Q. .Q � :F#12 �. PLAN VIEW { FLOW GRADE I w �n R 0 A D ° cow .° -` � 7 \ / \7- F �' '^•���.. .-.-' .., f, r•� �' .. .. =LLGh) MION OF CdIa T.1 ` <f f f �. . MINNArLd Ear EErcTho FlLL OYE E>oste+o dtKE EaR DRAINAGE. �€;, ,..i" �) 1 OV Q SLOPE CROSS SECTION PERSPECTIVE VIEW V BEDDING DETAIL TEMPORARY CONSTRUCTION ENTRANCE SCALE.NTS L.1 } COTTAGE COTTAGE r r r I #8 E #5 (FF=28.1` (FF-2a.15) '} .r 10' TTNOE R 0 0 SAND BAG NOTES: Iy I �AGE ' ,, - .,;;! .' �,. _ ,.-� i '°" ) 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO coCp#'LO \% -':°� f d %}I / 17 O O IMPERMEABLE _ _ _ MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE =2g,2 ` j w 'f' �, --. w // COTTAGE COTTAGE 1 SHEETING STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH # CONSTRUCTION ACTIVITY REGULATIONS. f ,� )% ;.,; (FF=28.25} (FF=2 .25)'• 1 1:1 OR FLATTER 1 �iTTAhL. \ r 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH I / COTTAGE \ i ` o' \�i� J 1,124,-- SECTION SIDE SLOPE ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE 21 \--- \,! - �" - _ \I/_._ I , { 1 F L -r t A=A CONSTRUCTION. / (FF=29.10) ' r}i d �'I \(� /I - r t _ t C� ^I? O O O O O O 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL Cps#4G� 1 �� CONTRACT OR G OF ASPHALT PAVEMENT OR AS DIRECTED BY THE IENGINEER. THE CONTRACTOR SHALL NCE WITH THE EMAINTA M OF AINTAIN ALLUSEIDIM NTT CONTROLS ANON PLANS WITHIN D REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL CONCRETE WASHOUT DETAIL BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. L 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED _, /� I/ 6 # { {/\! t / p, � 1 N.T.S. ARE IN PLACE, AND APPROVED BY THE ENGINEER. 0O ( COTTAGE �[�' ; %;> r r- ;\ Coll A, 5. SEDIMENT BARRIERS SILT FENCE WILL BE INSTALLED IN CRITICAL #22 :�✓#7. } , f �I ` i ( ) AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE 8 DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS �j (FF-29.20) (FF=29.20) \ /" C ,2 1 c ` M AND ONTO ADJACENT PROPERTIES OR ROADWAYS; . .,,�•v.,;"'r"Y`,"_�'"'�.Y'"a".,,,"..Y,r..�,_..,.-„-,r-g,.Y'fY"...•,..,'.. 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO (n r�, EDGE D, WCTLTDS -- _' x,- \ Ir IMPACT ON NOISE ODOR & LIGHT' CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; t1flQtlr I7 �FC�p �' Cf Nl_IPr',S Z y CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO 1 Prior to start of any construction activity, notify THE CONTRA PUBLIC j ¢ - ,t--- - - _ __.. ll _ Fry the Town of Southold Planning & Engineering ROADWAYS. _ / Cn I 1 Departments a minimum of 2 business days in 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE � � �� 4 �— ` C ja ss r; ` t r / T1AGE 1 advance; An inspection is required of the Installed EXPOSED; �`�-- I N �� � CJI { \ ' I I / / turtle barrier fencing (aka erosion control 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND i i ��c2g8� 1 l - prevention/silt fencing) by Town Engineers office OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; CHARLDTTF_ MILLER M/F ' and Planning staff prior to clearing. 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; MARIC7 RC7S�;—a 1,SL71�'IC7 � . Construction activities shall only occur from —4 } 7:OOa.m. to 6:OOp.m. on weekdays and Saturdays; 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE U AND LISA A R�J� I � � �( 1 PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE 11 \ ' Sundays,construction year IOound, retherfollllow followinged on holidays: ANY SILT AND DEBRIS; 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. � t`•� I s' r ���� � \ GE New Years Day A N U Memorial Day 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES Independence Day (July4th) 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED � �, ,__ ._._ ---- -- --' -- /— SMALL SPILLS THAT MAY OCCUR. {. , ; - Labor Day _ LEGEND: I m � Thanksgiving 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE 1 CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. _ Christmas Da C� ---- PROPERTY LINE ' I ", / 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED !YYY UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. - -1 1.0 - -EXISTING CONTOUR _ 1 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND PROPOSED SILT FENCE HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS (LIMITS OF CLEARING) t!x '' 3,_ +� off 1 SHALL BE ENACTED. ° 0 PROPOSED CONSTRUCTION FENCE SITE PLAN a I f •! \/ PROPOSED CONCRETE CURB SCALE: 1 "=30' 0 30 60 1 —Is"HDPT= PROPOSED 15" HDPE DRAINAGE PIPE Feet D PROPOSED 8" HDPE ROOF DRAINAGE PIPE " q; 1 U PROPOSED 100 LEACHING CATCH BASIN PROPOSED 10 0 DRAINAGE LEACHING POOL - F� � o-, LIGHT POLE � . 1 -Q UTILITY POLE AUG 3 2022 t I�1 > �� 1 L S�i!tf gold 1"own � c -, UTILITY LIGHT POLE - Planning C�oard 0 0 TRAFFIC SIGNAL POLE \ 1 0 \ ( SANITARY MANHOLE o GAS VALVE - 1 SIGN ' DATE BY DESCRIPTION APPROV. BY O _ � ��� CONIFEROUS TREE . �20°0 `t REVISIONS O 0 DRAINAGE MANHOLE '� �s`�E£. �, ' TOWN OF SOUTHOLD N RECTANGULAR DRAIN INLET ... • x � � SUFFOLK COUNTY NY E co/ ROUND DRAIN INLET \ 4_1l7 FIRE HYDRANT c I ' cal °' WATER VALVE 4 �rt�t �'�, r� �� 'I d o r V fi Ill] CARROLL AVENUE COTTAGES 6, L_ 0 WATER METER - O TELEPHONE MANHOLE .` _ T -- cy_ .? aA;;ti;• .� 6 '�• .x ,! ,,� [P,6 ® 1� �f�•4 w�.�..�� �- yr.�wj DECIDUOUS TREE _ EROSION CONTROL PLAN t q L. K. McLEAN ASSOCIATES, P.C. N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N d! THE EDUCATON LAW OF THE STATE OF NEW YORK PROHIBITS \ .` �� /{S NOTED 56385 Designed B Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS F e y: M F/CFD $COIe: AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE �Or ESS /-� ///---��� Q / DER IBESIONAL THE ENGINEER GINELL R OF THE ALT RATION E AND "— Drawn By: M F Date: J U N E 2022 ( / DRAWING AND/OR SECTIONS-1209 2. (NYS m. LAW Approved By: RGD File No. 21 039.000 \�•/_ L LISPREY DL7MIN'ILIN CL7, (CL7UN T Y LIF SUFFL7L K DE VEL L7PMEN T RIGH LEGEND: S 38"45-'10' E 478,731 PROPERTY LINE ISUBGRADE CONTOUR X X-0.18 oo X j X 0 00 10 X,' --27- '1�� XO 29 EX. TREES TO BE 11 .0 - -- EXISTING CONTOUR GP i LIMIT OF PROPOSED GRADING X�'0.01 \1'/ 005 X- 29 REMOVED X0 15 X0.52�JX­ X11) XO 52 XO.02 PROPOSED GRADING LIMITS I X& 9 X-) X 0 113(31 C) EXISTING DECIDUOUS TREES TO BE REMOVED XO 4(9 XO 43 X 0 41f) XO,23 28 > A 20 EXISTING EVERGREEN TREES TO BE REMOVED XO.24 X&58 X&64 X, DEPTH OF EXCAVATION X� "or XO 52 X XO.55 XO 48, X O. DEPTH OF FILL EX REES TO BE REMOVED --'j�� A�/XQ2 X X-&2-2- 0_1 kl) I - LIGHT POLE < XO.22 XO.44 XO 75 . -/' - �1�; ) W_ XO 27 X� > �3 UTILITY POLE 1 I r X-0.71 X-0, X0 0 UTILITY LIGHT POLE q� 'IX(O.28 TRAFFIC SIGNAL POLE XO,62 X-0 18 X0,19 Z 0 X XO 26 2 SANITARY MANHOLE X0.34J 0 92 'V X GAS VALVE L '0 aa� X035 10 x xe� X-0 74 XO 02 SIGN X I I '// _ .- 0.08 CONIFEROUS TREE X IV\ 28 \ XO,35 XO.92 X-0.0 0 > 0 DRAINAGE MANHOLE XO,3" Xo� -086 X0 , 22 X -0.72 / RECTANGULAR DRAIN INLET\j X07217. - 6- X0. i a ROUND DRAIN INLET X-0.26 6 X-0 4 X-0.2 �11 "I FIRE HYDRANT . 0.09 0 X 3 69 WATER VALVE EX. STUMPS TO BE-REMOVED X-0,3( WATER METER -29--X X-U" X0,01 �zl X-&57 X015 12 X-3.65 X-0.14 , Of TELEPHONE MANHOLE X X-0,08 -0,33 DECIDUOUS TREE ce X-1 )<n n7\-1.� -081 X 'q"'i )(-o 57 X-0 47 I X X-3 6 X-0.04 cy) X 28 X-0 13 X-0.5 X-1 42 X _X0. -0.8 X-0.94 XtZ3� - - - - CY SSV8D C) DEMOLITION NOTES: XK-0 _X_ X-0.69 cz, X .23 Go X-1.0", X ZX 1,43 X-0,71 X0, X0 08 X .39 X-1 10 1 THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE xo'3)' X X X-0.4� DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE X_0.9 X-0 59 X-1 THE SCOPE OF WORK. \X xl�_3 -0 X-0 58 /�' I EX. GRASS TRIAL i X0,91 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY X-0.75 X-0.82 \1 \I"'\ '/ TO BE REMOVED �-O 33 X \I,,- X-0 40 I I X_ ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO 0,25 X-0 13 1 X-0 20 BID. X-0,32 X X-0,21 009 Cf) Z) X-0.58I\I XO,60 01-1 X 3i 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE 0 -0.57 X \ XO 39 > X-0 X-0 25 X0 0, AND ADEQUATE PROTECTION FROM DEMOLITION WORK. E 0.51 X-0.70 \,K X1 35 '4 30 X�4 ,X0,85 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, f\ (D X- *0,47 X-0.26 N \Ilx \*'f\ XO,26 13 WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ,/I\ 1 0 K3 X-0.24 \X0.1 00 3 ENGINEER, X 0 16 \ X-0 ,; <1> XO.50 XO.62 X 82 28 1 0 X-0.22 \)j��61 XO,33 BRUSH 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING - X-0,31 XO.22 X1,6 AREAS TO REMAIN. 0A7 - 0.24 Z jL\\1 0 Xj\ \1 -, XO.2 .�z z X �J L\7 1 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS E X-0.19 0.07 X CID (D X XOA4 X .68 BE LEFT CLEAN. X().10 XO.29 .0 X_0.�3 048 EX. BRUSH 1 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, (n Z\ /X X-0 1 BE REMOVED XO.21 0.35 -0,25 APPROVALS, ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING X�00 00 X EDGE DF V1717DS XO,00 X1 JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. 0 XO.63 V/ EX. TREES TO BE REMOVED 00 0 - X0, 8 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, Elxl- OF WaDDS 4_1 X�i_'71 t X-0.10 F VaElDED X -0. 2 X�',5 POLLUTANTS AND OTHER DISTURBANCES WEDDED FEC11R, 4' YWINLINK FENCE U d X0, IXE XO.35 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT X0.01 NIF 1 0 X-0.27 TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING 0 CLIUN T Y LY SUFFL7L K 1.1 BRUSH FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED, OR N 4 0*20 TO W 355.24/ ><_6 3,9 CHARLL7TTE MILLER �j X .32 00 REPAIRED A NO EXTRA COST OF THE OWNER. N11-_ X-0 MARIO ROSA-OSCRIO X1,41 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. > AND LISA A, R11SA xo'3� X 1 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED co L___ THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE (D ------ �0'29-- DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE DAMAGED XO,49", 1-1 SSV219 X-0-1-0 SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE 0 1-1 - OWNER. XO 78 0,67 XO.56 X X4�6 XO 41 X1,17 C:p O io0,38 SITE PLAN X0.77 _21 0 X-0 75 SCALE: 1 "=30' XO.46 X0,30 1 310 60 114- X0.93 0 X-0.91 X-0 70 (3) X-0,06 XO.73 X097 (f) Jb A0 RECEIVED Cf) 9� X-0.04 4- XO,64 X-0.28 AUG 3 2022 0 1 a XO 3 co S o u t h o F1CFT­6­w n XO.69 0 XO.90 X-0 7 Planning Board C-D 1 X-0.03 0 C) XO.38 XO.75 0 XO 02 DATE BY DESCRIPTION APPROV. BY - X&32 C1\j X 29 X 1 0.85 REVISIONS X0.52 X_&I 0 U XO�27 rq L _k TOWN OF SOUTHOLD XO.56 SUFFOLK COUNTY, NY XO.85 CD XO,06 X , E XO 5 O 3 CARROLL AVENUE COTTAGES XO,02 2 GE OF Wo -0.24 012 OF NEW DEMOLITION & REMOVALS PLAN Cut/Fill Summary X0,00 X G. C'\1 (D Name Cut Factor Fill Factor 2d Area Cut Fill Net "-i - 0 IPA #10 N 3 Subgrade Yd.<Cut"' 4r c- Existing Grade vs. 1. 000 1.000 211846.25 Sq. Ft. 2221.73 Cu. Yd. 1794 .22 Cu. Yd. 42� .51 Cu. #11 0-) L. K. McLEAN ASSOCIATES, P.C. :D Cn CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 < Totals 211846.25 Sq. Ft. 2221.73 Cu. Yd. 1794 .22 Cu. Yd. 427 .51 Cu. Yd.<Cut> THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed By: Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S 98 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND f'CIC Drawn By: IVIF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C3 SECTION 7209-2). Approved By: RGD File No. 21039.000 I i LEGEND: £. tI'll 1. �.• - w.. ,. _ . r �a, :. PROPOSED ASPHALT PAVEMENT z ,,. -1 I I,_,,--1-,`1_�FI1��II,1�,\�1-,I�I"I��\1�4\I'4_,4J1�1,//1/1�f�II,1��,�>,II�1,,��,1�1I��1 I 1-I�1I--5 1,,�_-_/��1',",I_I1 S 38°45'10" E 478,73�1f��­,"�"�1,e,��,`I�:\',",l"l,,;%I7,�_,1, ,,(,�"T\II,,11"�cm-,��­y�,-_,�18".���,_'II��1"111 444-,4Iv/�/,1L1I'_'1"�_1 z"AI1',11'II�1,4',7,,"_,�,__1"�I�1\\1_1�1�I1�,//��M�I f�-_,,If�i-9,��,,��-,1,_u\-,�IV,-­,,,,-_�,1;,,,4,,\\�­�1 '1,,.1,,,,7�V7___,1��L,��_I,''_l�1',l11111 rI"',,�"\I,1,1V,,1�,-�,I�P,,I­t�,', I',1�'',�'�1,,�1,�,,,-�,,��l11`"tl,I,T�,,��,,"�"�f,'1.I�,1�,_-,II""",',-I _ - _ _ _ _ ® - ® ® _ ® - ® ® - ® �;j'NI`1 1, PROPOSED CONCRETE SIDEWALK �,���,'f,,�,,,,""��,,,,,�4,,I?"W,,��'`""�,�,i��"..,,',1<.',",,""1.,�,,":"��_y L,,-'"", �I,u,�,�'���t,,�,��,,�.',,1.,..,,,,,�";',�'II���­�,�-,,A,­�,,,�,�"��­,-__,,�I,,.­,,"�,,�L,'I�%1_,,,'1_�-�,_,,��L��."I�."-I."_'" 1q',I'�1''11�,1�L1�1J 1�­­-,�,,I",,/�I,\,,N'L� '111",,:­'..�1��I"I,,�I1T_,",�/""'�,,-,,\.If-,I l��,�,1'—I<",�,_�,-­"`,!�­'�i'�4,,�I��","l­'__,�I'',, RR w w w w IV w w w w w w w w w w w w w w w w w y, w \I, w w w w \1, \1/ \I, w \,'r w ,.'1,1,I 1 2 I1�11, z,�"/,�I,�'�L�','''I�,'�I""' ","�,",�,,"��.,I'� I,�,, % II ,,�,I,I I�,,1�,1��,1� ,,,- 14 Ie ,-I_,,I'1 I. 11­ .l� 11,1�,�� �_I1 II �Xd_1 11I -DEI1"l NI LLT \" I \4 w w w w w 1 w w 11. 14, w w w w w w w w w w w w w w w w w w w w w w w PAVEMENT/SURFACE SCHEDULE ,� w w w w w w 35 0' w w w w w w w w w w w w w w 5 0' O w w w w w w 3g.0' \1/ y w w w O PROPOSED BUILDING w '� 11, w .I, w w w w w w w w® w .I, w w w w w w w (TV.) \t, w w \I, w w w w I \I, w w w w w w \ SYMBOL SECTION/DESCRIPTION REMARKS 000 , PROPOSED VEGETATED AREA w w w w w w w w w w w w w 0� w .� w w w w w w w w w \V 1 \R (SEE LANDSCAPE PLAN) ( . :-, tj" TYPE 6 ASPHALT PAVEME w w w w; w w w w ( w w w w w w w w w w w w w t' w w w w s /E 2j" TYPE 3 ASPHALT PAVEME err. g_ p I - PROPOSED DUMPSTER ENCLOSURE 0 ,. COTTAGE GIA , 1,, w w w w w C93r= w w w { w w w w w w It, \I v v w 6" RCA PROPOSED ASPHALT ..,, �E ' ), e 1 { k (,� /' % ,, PAVEMENT E'er. ° fi © 4 ' a ,. .. ' w w w w w w w ;= w w — + ' '' ;.;,. PROPERTY �; ;y — — — — — — LINE s a — 6" STABILIZED SOIL IIIIII—IIIIII—III ' i x ° O — — — w w w w w w w w w w w w w \(/ \L'` w \w I w .. 540 \ . .fI r' sYSE i,.. .._ ,r...n. ,I,/ y '.? /r�.. w w w w w w w w w w - w w w w \t/ ,. s PROPOSED WHEEL STOP w w w y �' 3 y ti r w w w w w w w w w w w w w y w '1yF w w w (('� y w w I y. , t i E ', vl, �f'.•i fl f fly C' 31J.0 , ;. k - >, , „. .fi g, ,.E>`s-'r ,,, ,,., .':, r,.' "(•, £,a.. E. Fr,�, ., a , „ .d. : v ,. \/ `� is ........ ,.. 1 _. Y i. w w w �**^^^ ,t w w 'Q - w �4));4 .1 HYDROSEED AS SPECIFIED r, . w w w w �� PROPOSED HANDICAP PAR I,,r „ , K N G ✓5........r ¢., GRASSED AREA .., -..w...., - ,. .. : 4 DEPT F e ,, P '.:'.. MIN. H 0 TOPSOIL h t „ „ z. , � 2 .:..., ALL DISTURBED a ", ( ) ( w w t7.O \ f.:, �., RFACES NOT y SU t , ' ' J.}f =1 .. :. ,. .; ^ v .,, .,....... C,...,,n. J ,3 s.,.4,„ ^ .. ...,...,. e.,. OTHERWISE PA w w w w w a.. , . . 4T f . w w w COMPAC a.., „ „ , TED SUBGRADE r — — s „ Y y .� , „ .,, ,..E.,,,,, � >\: � _. ,, a ,�, III III i I ( OR PANTED) ) , \ „ 1 I III III , 20.0 T1'P. PROPOSED SIGN 24 O. ) :�r F >>u 4 u '� i, Ifi ".,N Q< w w w w w w w 1:; r' r,,, " w ,i, ... ,,.. ,,,.R a \- w i, ,u.:e`.., .aE M�Y ,�'$k w w �4 In ,e r :.. ., E - y\\Q \ .,` O�,`rA 3. , w w w Y w L' 3j® ,.y.r'iiur' 3 \ BROOM FINISH STEEL TROWEL EDGE (�F= .aO PROPOSED DUMPSTER w w , , ENCLOSURE LL w w w w w w w w w ? w�,' w w 1 �, p w w w w y (UNLESS OTHERWISE NOTED) I Y I w w R2 ,0 !s #'\ ;} �`t 1 r d / `. w w w w w w w '.„ G .�'+r.,". e e er e€ ,€ -;s= w w w \L' w w \d/ w w w w d. ���1 w y w , y 4" (3500 PSI) CONCRETE `,"'I;1"1 I.A--� �gu� b .tt w w �'".,1 e',­'�,I,II," ,' — — — CONC. WALK w w w w w - I IIII—IIIIII—III—III COMPACTED SUBGRADE w .'. Iw w w w w w w w w w \11 w w w w yw ® PROPOSED yr CATCH BASIN .j w w w w )'��*+.fr.{°� � w w w Y Y.€:a-, w \V I ,L �,��,, y, ,1^' w '-� V/' \/ w w w '� :U:"Y r? .,;, `. w w w \I� w w 3 ;,''9'' r R ..O;, 's. ,, v: iab. R54:'S � 5 zr�rs' , £ rs# a' t '£ / s �r / L w w w w w w w w w � w y w 2�=7, w w w w w w \> ,,,, t q I w w PROPOSED TRANSFORMER w,, w w w w w w w 1\\\ f ?' It/ \(, \1/ u w J w w w w w � � d w wg�s u., r I s; V/ w ww w Gr w w w w �; \ ,_� ' �' s 'a ° �a s CL \ .." w w w w w dz',, w �`3.x\` c��\'a. w w \I, -. ,- „ r w '\L✓ w w f� w I R1'0 � V' w N w l w w3$� v v ✓ u �d e i y w :, y f', M \ w w w w wv E } k w0 i F-.t I \-Hi � \ � , R74.5 V, , .►� w w \¢ \, w w w \t/ w \ *. w w w a t e> .1, w w Q \\ ,, w w w w w E R2 0 I r 'V- R25.0 Ix M I .. ,. ' '. e. P k _ m _ 1�' :., w w w .:.- w w n, _ _ r� „ w w w w #�2.0.M �.,.. $ T w ,. .. 1,., , D G R 00 , ,,,. z 4> . 6 , SIT., .� � _ _ E DATA T, e w �, w w ABLE. ( �. q w w ___ __ „ , w 20. _. „>„ \.. w t t, , , ,. _ ,. / �. ,. , w \ __.., ;­1Pi,"-�,,�,,,,,,,', 1 . SUFFOLK COUNTY 1000 075 01 6 w ` TAX NUMBERS TO BE SUBDIVIDED '.g I�,t ,-1-A . l , \\ O ) a ,.v ,....,.. ......, C,,. w „k� w: w \ w w w p s w I w w w x,9,• w TT G Jv �; 2. ZONING CLASS AHD �. E01 IA97E i3 �A13 a '��"! 1^ O I \\ v9, w w w w w w /ir rf' ,'::% j ,\ ,fir � /•,,,:/ I w y' 'y i,a ''. w �. -..� .` " 4 3. AREA OF SITE 4.896 ACRES 213 256.82 SF wy Iw w w w w w \: w w {FF-28,15) (F 28 t `' .1/ w w w ( ) ? P 1�� 2 \ \ �M I . , ( t. \.- -y .. ex3 x.. , .ter.:. e .. \,. ka` n \ , ,,- ,.. �, ,. _. 1 _, ENDED USE OF PROPERTY o .111, � AFFORDABLE HOUSING w w ,,$$ w w \\\ , ,,: w w w v w w w w w w W .;:: .r., ,. ,.,.r, e; -..... ,...._ a.,. ,... t., - y � ,,, 6. DATUM U.S.C. & G.S w w w w v'-- , , �;,, „ „ , ,,, w w w w w w w w w w w OR T.O.B. U.S.C. & G.S. NAD83 HORIZONTAL & NAVD88 VERTICAL 1 / ( ) ( ) w w - w w ° w w w w w w w w \t/ w w '' �, w ' w w w wl, 7. DEPTH TO GROUNDWATER 23' + I /- Z t, „, O �\ M� ,:„, �` w ,.,.... w w „ 1 w w w w w 1 w w w w w w w w ., ZONING COMPLIANCE TABLE LOT 2 (AHD DISTRICT) .. .t/ w \I/ .i, w w w E.: w w w w � .. v• \I.' \, w w w O w w w , w w w w I ,i, w w w w .� w w w �� �,�; ;, w w w w ,� � � r;Y: w w w w w PROPOSED ',1,,,`,,� b� ,� /, CTAGE w w° OTTAE. w w �� REQUIRED w w w w I/ w w w w w w , y ' r, � w v w w 7 w w / �' w w w w w 1 1 213,256.82 SF / � �r�y � � �� ® �' ��� s MINIMUM LOT SIZE 10,000 SF -_.?- _I_-"-�I,111111 1,7_­%1 I. 1F_—,�_1!­1 A:�1'�1.i I_%:,_1�7—_.;.:_' ­ ,.,.I1---1 1.I1,I E„ ' w r } w w {FF=2e 25): o w ,(FF25.2 ) w w TY ' g�, w w w w w w w MINIMUM LOT WIDTH 80 FT o Ct�TIAGE` / r C} TAG£ { 1 64.7 FT �,i�- / �� w w w w w w w w w �� ,\ �, w w w w v w w w w w w MINIMUM LOT DEPTH 100 FT 330 FT w b w w w w L w w (Ff=291-� : fi x , kg'L vI/ w w w w w0 ,4, w w w ;ass.:.," s w w w w , w , , ..,.I k MINIMUM FRONT YARD 35 177 I w w w w w w w w w w W �� f K w L L J w w v' a L0t� f g �� w MINIMUM SIDE YARD 15' (25' BOTH SIDE YARDS 25' BOTH SIDE YARDS w I w w w w w w w w w w 1 / � ,, w w w l y w w w / w \1, \i ll „ :''�, w $� w w w w ) ` `" MINIMUM REAR YARD 35 35' u, x . w w w w w w w w w w w w w w w v w l w L \4' w w € w 1 ' w w w 1 J�_ I !! �T) MINIMUM LIVABLE FLOOR AREA PER UNIT 450 SF 600 SF �1�6,�"�,mA I"\)I`,_�C,,,1,i,,��1�1,1"�,""'��,'I`�,:�1II I­�'�",���.�?J'­11, w w w w w w w w w w w w .6 w w w w w w w w w 4 w v/ w '� w �} I w w w w w w w w w w w COTTAGE, w w COTTAGE- w w w w w w w w `V w 00 %G , T MINIMUM YIELDING AREA, 24 DWELLINGS 79,200 SF 213,256.82 SF `Lrw w w w w w w w w w w w 4, w w {F 90 w w w v/ w w w w w w w !? - ) w „ ,,��,iI V'­,,,u�"',111,,"�_I_,,��-,_' {F 2 , ) w - w w w w w w w w w w w 3 w w - w w W w vL w w vV vV w w d� € �i �'^`"' w w , i ,d,,. r £..> y ,p e. r"'�L.,. -. r... :-"{" '`I,_?.1,:' w w w w w w .. ,.3',,.; w w w J_ \!c.__._ �k---- -'�`-- ---d�- "'�4 w y f w \l/ .`, �\ \,j w ,' o- v ., ,w.. w — - - - - 10,0 _ , MENT PARKING Al w w w w w w w w • w w �I ( CALCULATED TRIP GENERATIONS -* ,_,, ,t -=LL ,, w w w w w w w w w y LOT 1 _ - MIFDU TENANT-OCCUPIED 2 STALL/1 DWELLING UNIT o __. — p (� ^:,,< w w ,1/ w w w I w „ ':w ,�. _. .... \,, .�: ._ _, a 1 r, �s 4a w L w w� ® - - -+ \ CLl 1 (CH. 280, ARTICLE VI, §280 28 - ,, ,: �"" t 4{ ) 24 UNITS AFFORDABLE HOUSING M \ \ i q 23 TRIPS w r \ �­""' C GE QJ ",. AM = u ; /(.._ O / " . . ,1, a ', �r3 , I c _.€ '.. '��€ CQ�° �, r, ,. _ ,,,,, ; N 40 20 00 W 355,24 w Q" M 2 X (24 DWELLING UNITS) = 48 STALLS PM = 18 TRIPS fj r, ;y"T {" - I w �.,,. 53 l 2 piY11� i R` /v£� 'tea} 4 ( ,y.Y '�l,6_,"1oI,',,','''��1,1�",,, PARKING PROVIDED I/ w K? CALCULATED AS PER INSTITUTE OF ,\ w w REGULAR STALLS = 44 STALLS TRANSPORTATION ENGINEERS TRIP GENERATION 11TH EDITION ,,,-�' �,�1,�1,," l t ;i -\ rF' ' ��,.a� €E 0>0 ' M `` w w w , w �,, = _.. I w ,, w '° w w w w TOTDIICAP STALLS = 56 STALLS I y l { w w w w w w \t/ �w I'l , a „ s* _ . ��,,����1 1 �_"!­1,j,:___",,_�1 -,��I�;�1�I 1C,.�,­� �,1'm�`,�"�_Ir'�"'�,-I�,��p',W',,\,����V1,�1,��"�1,'1��,:1I�',­1!I v w � r,k w w O w w w w ,"�, U `/ " °I � - -- .. I w w d ® w o7 180) \11 w w ,: l,­L,L�,'C,,�,,,1L,11­l-;"1_'—-,��,_ :,! \t/ w '�' 3\i `� w w w w \L' 'w �� w w 1e, s w w w w w w U I W I D M OSIERS ;., w w w w w w 'o I Iw w � w w w v w w ENc L�SURE w w w w w w w `w (, I � EYYk�(D I Iw wV. '� Yy� w w w w w ,w ---- — — — - ------ w w w w w — _ rm w W w w O — ---- i c) �''� w w w w w � i w v1/ w w w 4- I w 1 v Rai 4 O w y w w w w w \1/ ­ r` t I I C} w w w I \L \L w J/ \t/ \L t \L s-'..- 11 o R 40 "' I Iwr w w w v w w w w w w I, + ► I w� \/ w v w r"I a a w w w w w , 1 ► I w w v, w ',/ w w w w w I O w w w L w yf w w w w w w - - i R w w w w w w w w w w O ECE1E w w w w ,/ w w w w w w w �--- w w w \I / w w w w w w w i, I r" J AUG 3 2022 �N,'�I,q,,,�;;;;;;;PI I,"_� �k,�,%'''LLWq,,d,,,_�'', -,,", I",� -%'I�,�-,,,"�',�,`�-1,nn"",'I,,I���''�,I,:,m_l m I , Iw w w I,/ w \1, w w w w w w i I - i w �' w w ,"E ^ w w w w w w w PROPOSED 4" RPZ Planning Bo rd utflold 7c�wvn 1 i n I I w w w w w IJ\ w .I/ w w w w w L INSIDE OF "HOT o I W _€ ` t BOX" ENCLOSURE w w w w v w w w w 11, w w ° ` �\,, y w w , , w w w w w w w 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7 25 22 ,_- I / / CFD 'i \I, \I/ w w w N,' T, ;�,' w \I/ w,. w w w w DATE BY DESCRIPTION APPROV. BY o o I I w w w ,/ w O� _ — i Iw w w w �-- w w w w w 1 REVISIONS " TOWN OF SOUTHOLD I w w y w 'llI' w w w w w vI, w C I I I r o N ► w w vy w s w vI/ w 35'0' w vl, rd ' ,� ` � `�� SUFFOLK COUNTY NY i w v \^ w w w w w w w w y` Cu I w ,' w vU w , w w w w CARROLL AVENUE COTTAGES N a) I 3 a — — I w,; w w w \I/ — `` I _. O ® — '0 m L_ — — 41°3 9'30" _ - - ___ _-_ _� PR _ _ _ / __ _ 1 _ - - - 50, \f. r0 OPOSED SITE PLAN \ �� _ .. _. pF NEw - -�'�`""""��" PROPOSED WATER - - - - _- P �p G.p� 36 METER INSIDE OF o SITE PLAN DT-201 WAULT * 1z s� * 0 - �� 11 L sUK G MicLEAN SoASSROCIATES, P.C. s ,; 1T7 N a /k SCALE. 1 "=30' _ ® t_/g�°1�� �-. �Nt/ 0 KHAVEN, NEW YORK 11719 C' Q rI•r 0 30 60 C5® W,LJJ THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS '•` ~ Sheet NO. RR®L L VEN�� ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS F 569g5 Designed By: M F/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S p� / Feet UNDER THE DIRECTION OF A RATIONSCENSE PROFESSIONAL O/��?/ti r5S� Drawn B M F Date: J U N E 2022 ENGINEER, WHERE INS UTCH ALTERATIONS ARE MADE, THE V r �J ^ d DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE -----_ , lC 4 U PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND y: Q u DRAWING AND/OR ECTIONS7209 CAITON (NYS ED. LAW Approved By: RGD File No. 21039.000 NIF LEGEND: OSPREY DOMINION CO, PROPERTY LINE (COUNTY OF SUFFOLK DEVELOPMENT RIGH'ik) -S" 38*4511011 E 478,73 PROPOSED CONTOUR -11 .0 - EXISTING CONTOUR M6 PROPOSED GRADING LIMITS LP5 FE6) FE5) o ,ST D- PROPOSED 8" HDPE ROOF DRAINAGE PIPE -;Ts P" 04 PROPOSED 15" CPEP DRAINAGE PIPE PT6( ) 1000 CO COTTAGE COTTtGE kLP ED PROPOSED CATCH BASIN r-\ 4D rP,.,0,,r4 k DWI #11 #10 G .ry11P *?19 (FF=28.25) (FF=28.25) D 7 0 190) c0lr 7) DW� PROPOSED 10'0 DRAINAGE LEACHING POOL D Oz- s T7 (D % Z —s— PROPOSED SANITARY PIPE kDW) \ �' s o o T7 —w— PROPOSED 2" DOMESTIC WATER SERVICE I I \ \�\f CID 01 S -Fs- PROPOSED 4" FIRE SUPPRESSION SERVICE I 'aCOTTAGE P U -E PROPOSED U.G. ELECTRIC W FF=28.2 W COTTAGE -PE- PROPOSED U.G. PRIMARY ELECTRIC fo-V #12 (FF-28.20) X♦4 PROPOSED TRANSFORMER cm 5 L .0 AGE 0-11 LIGHT POLE '0#1-7 -0- UTILITY POLE kDW VF029.40) 4)-, UTILITY LIGHT POLE k DWI 0 TRAFFIC SIGNAL POLE JDW DRAINAG .;-.)EA #1 m I IFNI Cy- SANITARY MANHOLE __j all. '--, I GAS VALVE 00 SIGN I aj CONIFEROUS TREE Q PT4 DO DRAINAGE MANHOLE C:� -Vf-1 28 d -7 117� RECTANGULAR DRAIN INLET 0 z r-28' // - 1 (11 ROUND DRAIN INLET ,q-_ 6 I \ I ob COTTAGE COTTAGE 15 FIRE HYDRANT Q) a #8 i #!5 I Q0 N r I . \o W W (FF=2 FF=2815) DRAINAGE A WATER VALVE AREA C WATER METER Coll 0,.GIC ST4 (Cf7V7) (1) TELEPHONE MANHOLE #19 / kLP3) u1.29-20) DWI C) DECIDUOUS TREE DM41-e 3i / �DM3Z, P401� 11-./ - pz) oll AGE I kFE FE3) P 2) 60, 201 (CEN7) Z COTTAGE COTTAGE / I #7 #6 / / i�,� , (FF-28.25) 0 ST2 (FF=28.25) kD o Lo Z COTTAGE COTTAGE fCEN7tip W) #24 #21 (FF=29.10) n (FF-29.1 0) j_s- S— M2 kDW 2 kLP kDW) n COTTAGE COTTAGE Coll REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: c- -JPW #22 #23 #-5 C) (FF-29.20) (FF=29.20) (ff-28-6) DRAINAGE AREA #1 RAIN GARDEN (DRAINAGE AREA #1) IMPERVIOUS (ASPHALT & CONC.) = 24,320 SF EDGE L7F' WnPRS D- 4n C=(24,320 X 1)= 24,320 4,711 .25 CF REQUIRED I" 24,320 X 2"/12" (RAINFALL)= 4,053.33 CF CAPACITY IN RAIN GARDEN (18" DEEP) 5,710.5 CF .14 \ _ \ PERVIOUS (VEGETATED) = 39,475 SF TOTAL DRAINAGE PROVIDED = 5,710.5 CF in NIF DRAI AGE y GE C=(39,475 X 0.1)= 3,947.5 DRAINAGE STRUCTURES (DRAINAGE AREA 2) cn ARE #4 0') COUNTY OF SUFFOL K 3,947.5 X 2"Z12" (RAINFALL)= 657.92 CF NA' N 40*20100' W 355,24 TOTAL STORAGE REQUIRED = 4,711.25 CF CHARLOTTE MILLER NIF 3,097.17 CF REQUIRED \ r "' DRAINAGE AREA #2 (5) 10'0 x 10' DEEP LEACHING POOL = 68.42CEZVE X 50 3,421 CF -0 MARIO ROSA-OSORIO TOTAL DRAINAGE PROVIDED = 3,421 CF 4� AND LISA A, ROSA IMPERVIOUS (ASPHALT & CONC.) = 15,880 SF 0 C=(15,880X 1)= 15,880 15,880 X 2"/12" (RAINFALL)= 2,646.67 CIF DRAINAGE STRUCTURES IDRAINAGE AREA 3) 4- 01 (DW) C FE1) 0 pr,1E PERVIOUS (VEGETATED) = 27,030 SF 0 0 1 2,049.73 CF REQUIRED u 7) C, C=(27,030 X 0.1)= 2,703 SF (3) 10'0 x 10' DEEP LEACHING POOL = 68.42CF-ZVF X 30 = 2.052.6 CF 00 mi 2,703 X 2"Z12" (RAINFALL)- 450.5 CF TOTAL DRAINAGE PROVIDED = 2,052.6 CF ♦ TOTAL STORAGE REQUIRED = 3,097.17 CF / \ LP 1) DRAINAGE AREA #3 DRAINAGE STRUCTURES (DRAINAGE AREA 4) > IMPERVIOUS (ASPHALT & CONC.) = 8,624 SIF I k DWI 788.1 CF REQUIRED co C=(8,624 X 1)= 8,624 Q) 10'0 x 12' DEEP LEACHING POOL = 68.42CEZVE X 12 821 .04 CF (D 8,624 X 2"/12" (RAINFALL)= 1 ,437.33 CF TOTAL DRAINAGE PROVIDED 821 .04 CF - - --------- PERVIOUS (VEGETATED) = 6,124 SF 0 C=(6,124 X 0.1)= 2,703 SF 0 2,703 X 2"Z12" (RAINFALL)_ 612.4 CF k%w —V "\ TOTAL STORAGE REQUIRED = 2,049.73 CF DRAINAGE AREA #4 DRAINAGE AREA #4 IMPERVIOUS (ASPHALT & CONC.) = 3,015 SF —28— C=(3,015 X 1) = 3,015 0 L 3,015 X 2"/12" (RAINFALL)= 502.5 CF PERVIOUS (VEGETATED) = 17,136 SF 10� C=(17,136 X 0.1)= 1 ,713.6 SF F7� F--D (D \� 1,713.6 X 2"/12" (RAINFALL)= 285.6 CF TOTAL STORAGE REQUIRED = 788.1 CF AUG 3 2022 —5�-O-u To TCr6-w—n .100, PROPOSED 4" RPZ Planning Board 4-1 INSIDE OF "HOT o BOX" ENCLOSURE n loe Cn 0 DATE BY DESCRIPTION APPROV. BY 0 0 IN% -W 1 REVISIONS 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY E A 0 0 CARROLL AVENUE COTTAGES 7� 0- 0 4 1 C) 3 0 N OF N,[W,,, W -W�W—W— NTER W GRADING AND DRAINAGE PLAN I E PROPOSED WATER tkDG.D� 0 368,50 L METER INSIDE OF N DT-201 WAULT C- —29— SITE PLAN oPv L. K. McLEAN ASSOCIATES, P.C. Pc CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 )0=30' (50 WIDE) o 30 60 THE EDUCATION LAW OF THE STATE OF NEWPORK PROHIBITS Sheet No CD Feet A VENUE ANY PERSON FROM ALTERING ANYTHINGON THE DRAWINGS 5S985 Designed By: MF/CFD Scale: AS NOTED A RR11L L AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S C UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE Cn PROFESSION ENGINEER MUST SIGN, SEAL. DATE AND ------- S�FEC.— Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < --� DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C5 Cn SECTION 7209-2). Approved By: RGD File No. 21039.000 DSPPI-Y Df7t41t1j0V CU LEGEND: (MUN T Y 17/- '�LJFFOL K DE VEL 0PM,TN 7' RiGh, PROPERTY LINE S 38'0451100 E 478,731 —D— PROPOSED 8" HDPE ROOF DRAINAGE PIPE PROPOSED 15" CPEP DRAINAGE PIPE DM6 LP51 PROPOSED DRAINAGE LEACHING CATCH BASIN DM5 kDW (LP6) FE5 FE6) er "rST 6 PT5(-d-IlicelS�T5 /AP0, (CDV5) (CLW5) D (DWOI PROPOSED 10'0 DRAINAGE LEACHING CATCH BASIN PT6( �, h \ �� OT O � le__1 COTTAGE COTTAGE DWG PROPOSED 10'0 DRAINAGE LEACHING POOL kDW1 #11 #10 D COTTAGE.�GE lb (FF=28.25) (FF=28.25) D M 7 190 - -� L FE7) 0 Of PT# PROPOSED 8'0 PRETREATMENT TANK o k DW) 0 ST7 lam')60) kDW) t T7PROPOSED FUJI CLEAN I/A SEPTIC TANK L%T# COTTAGE / /mow s _ DM# #9 (FF=28.20) COTTAGE (0 PROPOSED 4'0 DISTRIBUTION MANHOLE #12 (FF=28.20) LP#� PROPOSED 10'0 SANITARY LEACHING POOL Coll AG C E E /.� #1� \ / 1 F J DW) \--W W T FE#) PROPOSED 10'0 SANITARY FUTURE EXPANSION POOL kDW RO��SED kDW) 4q PROPOSED SANITARY PIPE PRIVATE _ — %.- PROPOSED 1" DOMESTIC WATER SERVICE P — HYDRANT W PROPOSED 4" DOMESTIC WATER SERVICE PROPOSED 8" HYDRANT WATER SERVICE ll�.G E— PROPOSED U.G. ELECTRIC Co PT4 t0DW) PROPOSED LIGHT POLE 0 Z % COTTAGE COTTAGE PROPOSED TRANSFORMER cz IL- #5 a \`� #8 kDW (FF=28.15) (FF=28.15) 0 LIGHT POLE W 1 -0- UTILITY POLE Col I ST4 /--% s / ��(CDV7) UTILITY LIGHT POLE fit- #ACJ kLP3) s s / kDW) 0 TRAFFIC SIGNAL POLE 7- DM4/P4 0S SANITARY MANHOLE 10 DM3 k %_./ - ea GAS VALVE oll AGE P C �FE4) #7.0 d SIGN FE3) ST3 COTTAGE COTTAGE (CIVV7) cr, #7 #6 CONIFEROUS TREE II k I DW)___0 COTTAGE (FF=28.25) ' ST2 (FF=28.25) DRAINAGE MANHOLE COTTAGE - DW)#24 - A RECTANGULAR DRAIN INLET #21 (FF=29 10) (FF=29.1 0) S_ Ic ROUND DRAIN INLET S (OP M2 FIRE HYDRANT P . III,D;r �FE2� 8) Cu WATER VALVE / / / 1 �� LP21 WATER METER \ /,•l � �kDW) TO TELEPHONE MANHOLE 70 k D COTTAGE COTTAGE Coll A-G-5 DECIDUOUS TREE # 1 #22 #23 .8) (FF=29.20) V-28 (F (FF=29.20) UTILITY NOTES: In III,DW) EDGE LY WDODS -D� 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE ry-Y-Y-Y­�./-Y-) UTILITY COMPANY 1W FEIVCF- 4' CHATMI. y�® X y1_ _1 x Lz_ -- - 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG - 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR W C 4. SEE LIGHTING PLAN FOR SITE LIGHTING NIF N 40*20100 355,24 C C[JARLL7TTE MILLER NIF 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. MARID RL7S,4-L7S17P!D AtVD LISA A, RCISt", 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) 1 0 0 FE1 DW) V 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. 0 60 i ST1 CollAOt U (CEN7) #A 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT kD mi 0 (FFao) OF HEALTH RI 9. WATER SERVICE SIZING: LP 1) 9.1 FIRE - 8" 9.2 DOMESTIC WATER - 4- (MAIN) III,DW PROPOSED 10. FIRE & WATER GATE VALVES AND VALVE BOXES: VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ELECTRICAL AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO TRANSFORMER THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES o �.,� e� /1 SHALL BE NON-RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16--VALVES AND SMALLER) OR DOUBLE k%W DISC, IRON BODIED, BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE. STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF THE MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 IRS OR �, I I l' 1 e �„Q) APPROVED EQUAL. PROPOSED 4" DOMESTIC 1 11. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH 0 i TER SERVICE 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF THE BOX AT ANY POINT SHALL BE 3 16 INCH. LIDS SHALL HAVE "WATER" CAST ON THE TOP SURFACE. BOXES SHALL-BE-COMPLETELY-COATED WITH BLACK , l!"" ASPHALTUM PAINT. Q) T LD co AUG— 3 2022 PROPOSED 4" RPZ - ---Southold-fowl INSIDE OF "HOT Planning Borjrcj 0 BOX" ENCLOSURE 0 PROPOSED 8' DATE BY DESCRIPTION APPROV. BY 0 WATER MAIN W REVISIONS 0 C FOR HYDRANT 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY F cO 16') ED #9 I-IRA '" JLJ�J "__" .-A -1, CARROLL AVENUE COTTAGES 0 9,58 ................. 0 N -W-W -W W—W—W of NE W W W_ T -------- 1 — D G. UTILITY PLAN E — — ----------- 368,501 P4OPOSED WATER T PROPOSED SCWA ETER INSIDE OF ck SITE PLAN PROPOSED WATER MAIN EXTENS17 DT-201 WAULT L. K. McLEAN ASSOCIATES, P.C. 3: L7r 8" TAP 719 SCALE: 1 "=,30' (501 PROPOSED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW PORK 11 WIDE) 4" TAP N Q) 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 56985 Sheet No. 0 18, ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Feet CARR0LL AVENUE AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IrS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0') C_ ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE FES M PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: J U N E 2022 :3 DESCRIBE THE FULL EXTENT OF THE ALTERATON ON THE < / DRAWING AND/OR IN THE SPECIFICATION (Nn ED. LAW C6 (n SEcnON 7209-2). Approved By: RGD File No. 21039.000 NIF SIGNAGE OSPREY DOMINION CU. FOR IS, G ACCESSIBLE (COUNTY 17F SUFFOLK VEVELOr-74�.,VT PARKING S 38*45110" E 478,731 0. LANDING REVEAL NOTE: SIGN HEIGHT SHALL BE SET F`7 TO MAKE IT CLEARLY VISIBLE 6.0' DROP CURB TO ALL PEOPLE WITHIN THE CODRIVER'S SEAT OF ANY S3 COTTAGE COTTAGE r 41cF VEHICLE CONC. WHEEL #11 #10 .0 cc 0 S2 .90 (FF=28.25) (FF=28.25) STOP (TYP.) x 9 COP GREEN BORDER (3/8") AND (TYP.4" (TYP. 4" (1 �O 'C' G (2" HEIGHT)LETTERING Rrr-'SERVE 2 WHITE BACKGROUND AND BLUE si PARrT-.G S3 3/8" MARGIN PAVEMENTrP S3- CSN MARKINGS S2- BLUE INTERNATIONAL S COTTAGE SYMBOL OF ACCESSIBILITY #9 COTTAGE (FF=28.20) GREEN BORDER 3/8 #12 SE (FF=28.20) 1 1/2" GREEN LETTERING 0 f L WHITE BACKGROUND AND 1 GE ACCESS;B si 3/8" MARGIN rill r'01, PROPOSED ff�,-2'3.20) SIGNAGI FOR ACCESSIBLE PARKING ONE WAY SIGN N.T.S. -,p -1 0.0'- 10.01 s 1V 1 0.0i • s s -30.0 .......... Q 1 = TYPICAL ACCESSIBLE PARKING DETAIL C011 Nc't #As PROPOSED - SITE LEGEND: N20� .T.S. LJ DO NOT ENTER SIGNS PROPERTY LINE C-) COTTAGE II COTTAGE si #8 L #5 (FF=28.15) (IFF-28.15) 11 r PROPOSED ADA HANDICAP Coll pGf- ACCESSIBLE PARKING STALL - I t2 �0 #19 S3 S2- RS3 PROPOSED SIGN/TYPE S1 S3 S2 CY RESERVED AGE r PARKING SEE SIGN PROPOSED STOP BAR FOR -XI COTTAGE COTTAGE ACCESSIBLE I PARKING #7 #6 DETAIL 3� COTTAGE CSTAGE (FF=28.25) (FF=28.25) -0 #21 24 ISLE ;X (FF-29.1 0) O (FF=29.1 0) $Q 011 A.GF- n �2- G A, S34 # NOTE: ALL SIGNS SHALL z BE IN ACCORDANCE WITH C THE NEW YORK STATE s STEEL POST MANUAL OF UNIFORM (2-X2-) TRAFFIC CONTROL DEVICES. z COTTAGE COTTAGE #22 C p < #23 1-- (FF-29.20) VA (0 LLI EDGE' OF W,17,79,7 Z CONCRETE BASE F- 0 W1717DED rE.CER, 4' CHAMLINK f--EAtrf' si j : u- 1 A.Gf CR Col ROADWAY NIF N 4002010ow W 355,241 3: CHARLOTTE MILLER NIF -0 MARID RJSA-OSDP11-7 4-1 0 AND 0 LISA A, R17SA SITE PLAN 1 3 SIGNAGE FOR STOP SIGN PLACEMENT DETAIL N.T.S. SCALE: 1"=30' 0 CO Co ACCESSIBLE ll 0 30 60 Feet PARKING N.T.S. SIGN TEXT DATA TABLE ARROW co (WHITE) CALCULATED TRIP GENERATIONS (D SIZE OF SIGN COLOR OF TYPE OF "q- N.T.S. SIGN DESIGNATION DESCRIPTION TEXT MUTCD NO. (L X H) 13KGRND. LEGEND ' MOUNTING 4-1 24 UNITS AFFORDABLE HOUSING (y) AM = 23 TRIPS G.M. PM = 18 TRIPS m S1 STOP SIGN ROp 30"x3O" R1 -1 RED WHITE S.P. STOP LINE Q) TAND. (WHITE r N.T.S. 0 75- 0 S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) R-40" f--36-- 1-24t- N r D NO Q) F,E S3 NO PARKING ANY TIME PARKING G.M. 4- 12"X1 8" R7-1 D WHITE RED 16 0 C() ANY S.P. AUG 3 2022 co a �32-t- Planning, Board -4 R=28" 0 12 0- RIGHT TURNING ARROW 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD co 0 BLACK DATE BY DESCRIPTION APPROV. BY ONE WAY (WHITE) 0 G.M. ONE WAY -IR BLACK WHITE 0 54"X1 8" R6 S.P. N.T.S. (ARROW) REVISIONS PROPOSED 0 RPZ INSIDE 4 TOWN OF S O U T H O L D ENC LOS HEAURETED SUFFOLK COUNTY, NY G.M. DO NOT ENTER 30"X30" R5-1 RED WHITE E -co S.P.0 0 rl� Q) CARROLL AVENUE COTTAGES si 1 LIL, #9 89,58" PROPOSED P N 41*39130' 11C�111,�' METER VAULT 13F NEhl Q) 0 G. /0 TRAFFIC AND SIGNAGE PLAN O L. K. McLEAN ASSOCIATES, P.C. f,-yr 1-4 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (50 WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. 0 VENUE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 85 Designed By: MF/CFD Scale: AS NOTED RLIL L A MD/OR THE ACCOMPANYI'NG SPECIFICATIONS. UNLESS rrs CAR UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0') C ENGINEER. WHERE SUCH ALTERATIONS ARE DE. THE S1 PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: IVIF Date: J U N E 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C7 SECTION 7209-2). Approved By: RGD File No. 21039.000 10.0' EXPANSION JOINT DUMPSTER(S) TO BE TYP. WELDED WIRE MESH 6" CONC. SLAB WITH WELDED TA SUPPLIED BY OTHERS ( )WIRE MESH, SEE PAVEMENTS `. • a . J !SURFACE SCHEDULE ON SITEf 2„ x x x x x x x x ROUND DEFORMED 1"0 ANCHOR PIN DETAIL SHEET , -► 8 WHITE VINYL FENCE ENCLOSURE �_ REBAR (3 REQUIRED) SLEEVE (TYP.) (SEE TYP. FENCE DETAIL �° • .: 4" " SECTION A-A 3" TYP. t I i 1 15.0' J� L_4J' J l�,d: A'j 1, EXPANSION JOINT (TYP.) f dJ• i '1 •J/.f % CONTROL JOINT : J � s' ' -TF •• f • ! / 0 -1 0_99V ft]�_i Ol 1011- 5 MIN. VINYL 5,x5 POSTS % ; •. •' WITH STEEL '.. ad •• °. ,.. '. , F i SECTION ELEVATION CHANNEL (TYP.) 41 J f ° J. • ! " �/. . .d• f i •• . r e f i ; NOTE: 12" HAUNCHED CONC. SLAB WITH A INSTALL EACH WITH 2-#8 REBAR AT #5 BARS @ 16" O.C. EACH WAY 20 MAX.- - A 3'-0" BURIAL AND TOP FLUSH WITH TOP OF WHEELSTOP. DUMPSTER ENCLOSURE DETAIL PLAN NOTES: N.T.S. 1. CONCRETE 3,500 PSI @ 28 DAYS MIN. 2. WELDED WIRE MESH 6"x6", #,0x#1 D CONCRETE WHEEL STOP DETAIL 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE 4" THICK x 31" HIGH. 4. FINISH ALL EDGES WITH J" RADIUS N.T.S. 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE J" DEEP. 6. SURFACE TO BE LIGHT BROOM FINISH. CONCRETE SIDEWALK DETAIL VINYL EXTERNAL 6'-0„ 3» roi l`t N.T.S. FLAT TOP CAP (TYP.) (POST CENTERS) > . �t�•sI�1 Cam' 6» 6 �34 VINYL TOP RAIL WITH SECTION STEEL CHANNEL (TYP.) PLAN NOTES: 1 " VINYL FILL 1. MATERIALS SHALL CONFORM TO ASTM A48 CLASS 30B OR 35B PICKETS (TYP.) 39» 2. LOAD RATING SHALL BE AASHTO & HS 20-44 HIGHWAY LOADING VINYL MIDDLE 3 " 30„36» RAIL WITH » STEEL CHANNEL 8 -0 24910 HEAVY DUTY FRAME �� �� �_ �� � [--24=--� (TYP-) 6" ao a= ao ao & OPEN GRATE COVER a= == a= == 6" �II 22" N.T.S. --!5"I-- SECTION 144" PLAN SECTION VINYL 5"x5" POSTS NOTES: WITH STEEL 1}" PLAN ROOF LEADER 9i" NOTES 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 306 OR CHANNEL (TYP.) 39" 35B SPECIFICATIONS 1. MATERIALS: CONFORMS TO ASTM 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY A48 CLASS 30B OR 35B LOADING TRANSITION SPECIFICATIONS 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND VINYL BOTTOM 91•• 2. LOAD RATING: FOR AASHTO & HS PRECAST OR APPROVED EQUAL RAIL WITH SCHEDULE 40 PVC CLEAN OUT 20-44 HIGHWAY LOADING "T" BRANCH WITH PVC PLUG 5" 3. FRAME AND COVER AS STEEL CHANNEL MANUFACTURED BY LONG ISLAND (TYP.) 6,1 SECTION PRECAST OR APPROVED EQUAL. 95 24 0 HEAVY DUTY FRAME & COVER 4" MIN. ADS DRAIN PIPE 30" X 49" FLAT FRAME & GRATE DETAIL N.T.S. FINISHED GRADE °1% MIN. PITCH GRADE 0 N.T.S. ASOSCHEDULED) 2" III -,� 3'-11" I •I t0"as NORMAL; 12" ® CORNERS un CONCRETE /n FOOTING (TYP.) 0' CLEAN J 0"---I 8" ADS GRAVEL SLOPE @ 1% (TYP.) 6„ ROOF LEADER DOWNFALL DETAIL 8 THICK REINFORCED DRAINAGE NOTES u N.T.S. CONCRETE TRAFFIC BEARING 24" DIAMETER 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8SLAB TYPICAL 8' HT. WHITE VINYL c- SURFACE AS PER FRAME CAST IRON(OPEN INLET GRATE SOA ID AS 2. ALL CONCRETE TO BE 4000PS1 ® 28 DAYS FENCE ENCLOSURE DETAIL o PROPOSED SITE PLAN 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE � PER DRAINAGE PLAN) N.T.S. BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT � - BE SHOWN ON THE PLANS. > BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN SEE LEACHING BASIN DETAIL 8 SHALL DIRECTEDPROTECTED AS AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER ADJUSTME ENGINEER WITHH FENCES, BARRICADES OTHER APPROVED METHODS. 6" MAX. POND DEPTH THIN LAYER OF LEAF CAST IRON INLET GRATE & U) NO DIRECT PAYMENT WILL BE MADE 12"MIN COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY M1111 $ $„ ( ) PRECAST CONCRETE CAST IRON INLET FRAME & GRATE AS 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET 00 2 MAX. 0 CHIMNEY 4 - FINISHED GRADE FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED _ SEED MANUFACTURED BY LONG ISLAND I ea - PRECAST OR APPROVED EQUAL = -�r _ __ poaa �� BY THE ENGINEER. hr.�,•_ o (SEE PLANTING ap pad _ <�. „�a�tr>ar.�ti�;�;-��: PLAN) 'ODD Oe `� '1 � :?e} •,�io'_�.'.. o° 6. ALLOW FOUR (4 INCHES FOR FINAL ADJUSTMENT OF CASTING. b•°ep=b r` \ ) -r:ri .... ,.:.,. >s,y-.,.,�a. ..?<.._„i.�...•- ,;: ^i.� %.a>:•wd'r:'. =1'e :v:: '• -:�^ '_: C•'"•; •b.o c .2 •.,,,;of 'k _•,.-,t.:.t• !.-';'rk:".v,,;:.t- ,s ...`�s,;; ,t..,._1ti w:�...>. i's�. ASPHALT PAVEMENT q 3 Nr �; . ,. :,« ... �. ADEQUATE BEARING -:W. ..,,,..r. „;, ;w: ? K, �, :: :•,... HDPE PIPE Q WILL BE PROVIDED USING CONCRETE >w`.,_.a : . .,; - _ z -;: »,; _ `- 12 b p 0 �y yY ••`i'v �' 'y4" �:Yi ,6;� 4 i'�? 4 h'h:^"y:y EFF. DEPTH A PER GRADING St. „f•a wtrL4 jt x.4:. :r4. yy .,:,,,:,,v�'_tis-~ .C..: ��;.;;.;,.. ;h..:,.•� _r, 8 -4 8 :°$a°p=g ( BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. DEPTH OF SEE PLAN .�,�> >., ..>,:: �•�;��:�,..:�: (D & DRAINAGE PLAN - `''' PLANTING SOIL 10'0 DEEP PRECAST FOR SIZE) a» .- 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS - 6X6 6&6 W.W.F = °8 - CONCRETE LEACHING UNLESS OTHERWISE NOTED. SCARIFIED o 00��0000 I 21_6�� -_ ' " RING _ EDGE WITH NATIVE GRASS �.. -• SUBGRADE v I-- (OR APPROVED - as = 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING PLANTINGS SEE PLANTING � L� I� _ rr DRAINAGE PIPE C 0000 �0�0 C MIN. �_ ( ) h` EQUAL REBAR) , '" gaaa 0 DODO -- - = p,.oabd DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE PLAN & DETAILS) . Lb: =� � ---___�___ U U U 0 0 0 D U q- » 8 00000. ((I(= GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND a v O O O O 0 Q O I b"ob°° b - SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF :. ._I . CRUSHED p b o Poi 4 TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND ' O 0000 O O O --- STONE ^°ab ao� - HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECTFFM I ! 4_100000000 5" DIA. CPEP PIP `�� �IJJJ-I I I I IAUG 2nzz - oS PAYMENT WILL BE MADE FOR THIS OPERATION. cn 00000000 A 2' AN. _ ° a °° = I TYPICAL RAIN GARDEN DETAILV. -,--.- DDO:OOQOs oabo°b, 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3 - a� ^ e°o•qg°�O°o8:e° CLEAN SAND & Planning Pot;ril W �- DJ oro0 QB�^ee p OODpD�p 7 GROUND o d;p°:°=b•a°� GRAVEL FILL REINFORCEMENT NOTES: N.T.S. --- �- 51_ ff � 1'-11" 1'-11" WATER -- > 4 V-_6' AS APPROVED 0 BY THE E.I.0 Q E,kN VIEW SECTION C-C 2 MIN. 10 -0 2 MIN. 1. STEEL REINFORCED ON LEACHING SECTIONS � NOTE 1:CLEAN FILL MATERIAL IMPORTED LEACHING BASIN BA S I N DETAIL SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. o NOTES: FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12-#2 DATE BY DESCRIPTION APPROV. BY 0 1 . ALL CONCRETE TO BE 4,000 P.S.I. @ 28 DAYS PRECAST BOX AS ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. REVISIONS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. N.T.S. 0) 2. PROVIDE PIPE OPENINGS AS REQUIRED.0 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. TOWN OF S 0 U T H 0 L D N 4. WELDED WIRE MESH ASTM A185. SUFFOLK COUNTY NY / 5. REBAR ASTM A615 GRADE 60. E 6. ADDITIONAL INLETS TO BE SPACED 5' APART. CARROLL AVENUE COTTAGES rq Q) Q 4' X4' CURB INLET- CATCH BASIN N.T.S. �F NEW r SITE DETAILS J` N * 4Q `� * L. K. McLEAN ASSOCIATES, P.C. N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N THE EDUCATION LAW OF THE STATE OF NEW YORK PROH13ITS Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 5,6985 �� , Designed By: MF/CFD SCOIe' AS NOTED o AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS WS UNDER THE DIRECTION OF A LICENSED PROFESSIONALc- ENGINEER. WHERE F�p�'pFFSS\��P� (n PROFESSIONAL ENGNUEER MCH UST SIGN, SEALNS , DATE AANNo / Drawn By: M F Date: J U N E 2022 Q Q / DRAWING AND/OR IN THEDESCR E THE FULL SPECIFICATION(OF THE ALANYS ED. LAWE y C v Uj SECTION 7209-2). Approved By: RGD File No. 21039.000 GENERAL NOTES BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR HEATED HOT BOX ENC_OSURE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HUBBEL MODEL HB3NS OR APPROVED EQUAL TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL HEATED HOT BOX ENCLOSURE FEBCO MODEL LF860 AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. 9' HUBBEL MODEL HB3NS OR 4" RPZ DEVICE OR WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO APPROVED EQUAL ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN APPROVED EQUAL FIELD PRIIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. r---------------------- -- -------------, 0' LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY I I 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. i I HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS I ------ FEBCO MODEL LF860 - I REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE I r cFI " DIRECTION OF FLOW 4" RPZ DEVICE OR I I 8 MIN. l CERTIFICATION STATEMENT ON FORM NYSDOH 1013. APPROVED EQUAL I I I I 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING � I I I �� AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, I I 3 0 MIN. DRAIN PORT 7. THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW 4 6 I 3.5 2.2 I ® ®® I WITH SCREEN OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. FI L`L (TYP.EACH END) 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT ASTRENCH N❑T; FREEZING. PER MANUFACTURER'S i " i30"MIN. _______ REQUIREMENTS I 18"MIN. I " 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. I MIN. I 3 0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRI❑R TO EXCAVATI❑N, CLEARANCE). WITH SCREEN " (TYP.EACH END 2. ALL TRENCHING REST❑RATI❑N WORK SHALL MATCH PROPOSED OR EXISTING PROPOSED GFI OUTLET 120V CLEARANCE 10. ALL CONNECTIONS, TEE S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED ( WHEN TESTCOCK 6" THINK REINFORCED SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. DOWNSTREAM OF RPZ DEVICE. 6 GRADE STANDARD) WITH CONDUIT, SUPPLIED OPEN CONCRETE SLAB ON BY CONTRACTOR. CONTRACTOR TO COMPACTED SUBGRADE 3, BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11. PROPER MAINTENANCE SHALL BE PERFORMED. PROPOSED GFI OUTLET (120V INSTALL HEIGHT TRACING AND PIPE LIFTS. STANDARD) WITH CONDUIT, SUPPLIED INSULATION ALONG ALL EXPOSED 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC BY CONTRACTOR. CONTRACTOR TO PIPE & RPZ DEVICE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND REST❑RATI❑N WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE6" THINK REINFORCED EACH UTILITY INSTALLATION, INSULATION ALONG ALL EXPOSED r3/8" EADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE ER SPLIT RING HANGERS COMPACTED SUBGRADE 4�� DOMESTIC RPZ PLAN VIEW 5, THE CUSTOMER'S D❑MESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. AND 3/8" COPPER F&M PLATES OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY OR APPROVED EQUAL N.T.S. (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND ❑IL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. 4 " DOMESTIC RPZ ELEVATION VIEW. ELECTRIC TRANSFORMER, TREES, OR ANY LARGE ❑BSTRUCTI❑NS, 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND N.T.S. INSTALLATI❑N OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTI❑N 1. INSTALL_ PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE. THE PROPERTY LINE OR AS SHOWN ON THE PLANS. 16, THE INSTALLATI❑N SHALL BE PERFORMED BY A LICENSED PLUMBER. 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATI❑N AT THE P❑INT WHERE THE PROPOSED WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE, 17, DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATI❑N, 3, SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME ❑F INSPECTI❑N. MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18, THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE, METERS AND BACK FLOW PREVENTI❑N DEVICES, SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT, 19. BACK FLOW PREVENTI❑N DEVICES MUST BE TESTED ANNUALLY BY A NEW 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER, FROM ANY ❑BSTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 20, TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND DRIVEWAYS. THE APPR❑PRIATE COUNTY DEPARTMENT OF HEALTH, FEBCO LF860 HEATED HOT BOX ENCLOSURE 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE 21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 4 0 RPZ OR HUBBEL MODEL HB2-DT OR FROM WATER SERVICE. RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL APPROVED EQUAL WATERLINE :SPECIFICATI❑NS DEPARTMENT REGULATI❑NS, 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IR❑N (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPR❑XIMATE, ADJUSTMENTS MAY BE REQUIRED TO r------ --------------------- -------I PIPE. SATISFY FIELD C❑NDITI❑NS. ALL ADJUSTMENTS SHALL BE SUBJECT TO 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT. I i STANDARDS 3. PLASTIC PIPE SPECIFICATI❑NSI 23. MINIMUM CLEARANCES SHALL BE MAINTAINED. 5'-4 n I 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24, ALL MATERIALS SHALL BE NEW. NO USED MATERIALS SHALL BE MIN. CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INC❑RPORATED INT❑ THE WORK, TO METER 6co F LINE, THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' 25, PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH VAULT SOFT COPPER TUBING, 4- MANUFACTURERS INSTRUCTI❑NS, AWWA MANUAL M23 AND THE REQUIREMENTS 3.2. PIPEE SHALL BE CLASSIFIED TO WITHSTAND W❑RKING PRESSURE OF 200 OF THE SUFF❑LK COUNTY DEPARTMENT OF HEALTH SERVICES. P.SJ, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE W❑RKING PRESSURE) 26. A C❑NTINU❑US AND UNIF❑RM BEDDING SHALL BE PR❑VIDED IN THE TRENCH FURNISH & INSTALL METER j PROPOSED DRAIN HOLE N 3.3. PIPING REQUIRING J❑INTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE, BACKFILL MATERIAL SHALL BE TAMPED IN 6' VAULT AS PER S.C.W.A. DT-201 I ry ry NOT ACCEPTABLE, (BRASS C❑UPLINGS ARE REQUIRED.) LAYERS. STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF / 3,4, FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE. THE BUILDING TO THE START OF THE PLASTIC PIPE, 27, MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. SERVICE LINE INSPECTI❑N PROCEDURES SUPPORT 28, ALL TEES BENDS AND PLUGS SHALL BE PR❑VIDED WITH REACTI❑N L CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN BLOCKING OR TIE RODS TO PREVENT MOVEMENT. d DEVICE INSPECTTI❑N WHEN YOUR WORK IS COMPLETED, (BEFORE 213OPM FOR F❑LL❑WING I Z_ 3/4„ THRUST ROD - TYPICAL DAY) 29. ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE 4' C.L.D.I. TEELo TESTED IN ACCORDANCE WITH THE LATEST EDITION ❑F AWWA STANDARD 4" C.L.D.I. -+- 2, CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE 4" C.L.D.I. PIPE 0 DAY ❑F' INSPECTI❑N, C600. 3, IF REINSPECTI❑N IS NECESSARY, A $25,00 FEE MUST BE PAID PRI❑R TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA TO FACILITY REINSPECTI❑N, STANDARD C-651-86 ❑R THE LATEST REVISI❑N. 4. LEAVE THE TRENCH OPEN, D❑ NOT BACKFILL THE TRENCH UNTIL SCWA a . / INSPECTOR HAS APPROVED THE SERVICE LINE. 31, BACTERI❑L❑GICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER c •D DISINFECTI❑N ARE REQUIRED AT L❑CATI❑NS SPECIFIED BY THE SUFF❑LK 5. IF THE: SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A 4 C.L.D.I. CURB WILL BE PAINTED BLUE, IF SERVICE INSPECTI❑N FAILS, THE END OF BACTERI❑L❑GICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF 4" 90° ELBOW (TYP.) 4" 90° ELBOW THE SERVICE WILL BE PAINTED RED AND A REINSPECTI❑N FEE OF $25.00 WATER MAIN OR P❑RTI❑N THEREOF. 4 LINE VALVE WILL RE BILLED, 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. - TYPICAL c� 6. PLEASE D❑ NOT CALL SCWA ❑FFICE UNTIL 4130 P,M, IF YOUR INSPECTI❑N WATER TAP BY S.C.W.A. METER BY S.C.W.A. ALL FEES U) FAILS. ALL FEES TO BE PAID BY TO BE PAID BY CONTRACTOR ELEVATION 7, NO OTHER UTILITIES (E,G, GAS, ELECTRIC, CABLE TV, ETC,) SHALL BE BURIED CONTRACTOR IN THE WATER SERVICE TRENCH, METER SETS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DOMESTIC WATER SERVICE W RPZ DEVICE IN HEATED ENCLOSURE DEPARTMENT TO HAVE THE METER SET, N.T.S. / HEATED ENCLOSURE NOTES, U) 1) 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, 4- SAFE-T-COVER, OR APPROVED EQUAL. 0 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN v ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND U MAXIMUM OF 20' FROM THE PROPERTY LINE. CONCRETE THRUST BLOCK N 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL -4--' OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE WATER MAIN � POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER TYPICAL CURB STOP (VALVE) i"" Q FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. SHOULD BE BROUGHT TO GRADE tl�I ¢ L -- - ---- - 0 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). AUG 3 2022 O 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE BE SUBJECT TO FLOODING. 0-) MINIMUM BURIAL 54" F1anlz,;;g Dortrci rr) 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY D D N WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. o n o 9. ENCLOSURE MUST BE N.Y. DESIGNATION. D o D o o DATE BY DESCRIPTION APPROV. BY 4_1� N 10. DIAPHRAGM OF FESCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. D _ o 0 o REVISIONS 7: o D TOWN OF SOUTHOLD O TAPPING SLEEVE SUFFOLK COUNTY NY E N CARROLL AVENUE COTTAGES N � TYPICAL WATER SERVICE - LARGER THAN 2" NTS DOMESTIC WATER SERVICE �E OF NE41 � ��P�o�o o D ETA I LS * �P q�' L. K. McLEAN ASSOCIATES, P.C. r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C� Ilk- THE EDUCATION LAW OF THE STATE OFNEW PORK PROHIBITS i/ � g MF/CFD Scale: AS NOTED Sheet No. FR ANY PERSON OM ALTERING ANYTHING ON THE DRAWINGS � �9�5 Designed B y AND/OR THE ACCOMPANIING SPECIFICATIONS, UNLESS R•S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE `CSS� � Drawn By: M F Date: J U N E 2022 /-� /� PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND C ( l l DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE lV_ `�'/! DRAWING AND/OR IE�OENS7209 SPECIFICATION (NYs m. LAW Approved By: RGD File No. 21039.000 i N/F OSPRE Y DOMINION CO. �'I"F TRL L L IS (COUNTY OF SUFFOL K DEVELOPMENT RI GH Q- vz"£ rkeL L IS — E�---.__ ---- VINE rREL L IS S 38°45110'' E 478,73' 0 400 +00 + 00 t00 +00 00 t00 +00 �0•� 00 400 4 00 + 00 t00 t00 +°— 00 t00 too + 00 t00 tao t 00 +° +0 — 00 + 00 + 00 + 00 + GG + 00 + GG + 00 + UO + °0 + °o tG0 tn0 + 00 +D° to0 + 00 PROGRESS �o GD °° as GG aG fl LIGHTING" +°o + oo t°° + oo t°° + oo +oo t oo +°° + o° +oo t oo +oa t oo t°° + 5 '� oa + oc + oo + oo + oo + 00 + oo + `( J{ P 0 + oo + 00 + oo + oo + 00 + oo + o v G oo .1P oo + oD + oo + 00 + 00 + 00 + oo + 00 +' oo + oo + 00 + oo + + oo + oo + 00 + 00 + oo toa t oo +0° + oo +oo + 00 + 00 + O oo + oo t 0a + n0 t Go + 00 + oo + 00 + oo + oD + oo + 00 + 00 DATE: TYPE: •:',.....v,..%'- T;; +0° •F 90 oo +o° + oo O o + oo + + r,0 + oa + 00 + 00 + oo + oa + oo + 0 + °0 + 00 +00 00% NAME: '.; :^�«�^''•�:' 00 + 00 + O 00 + 00 + 0 oo + 00 + 00 + 00 + �p oo + �pg� oo + oo + no + 00 + 00 + 00 + 0o PROJECT:00 + oo + °° + + 00 + oo + oo + `,'' M1S'.. `o. .r.,,:•a•�*>a�tsv' - n r �a �a� �° o.o + oo + 0 + o0 00 °° + °° + 0 0 t°0 + 0 0 +°° .1j) 0 0 +0 0 + o o + O 0, +.0, + + F°'4 ,.fi.Tf:+raa5£az.,.,•,• DD I+°a + ° t� + °° +°° �, a° +° D�,, °a +°o aG +G° + COTTAGE °° COTTAGE GG + °° + 4 00 + 00 + 00 + 0 + 07 + +° + 00 + 00 + oo + + + + 0G + m "Rs'• +°° +°° + °° �P + �'� y � r Ge Do + 0o + 11 10 Incandescent fj3 ti oo 00 c .t( 00 + 0G + 00 00 +0a fl��}'�,�. 1� o o + ��} �1 ryg. 00 + e 8 c z + + ('FF=28.2b} t {!'F-28.25} o o + ..; i' P5723-71 `� on +00 + �PG�Y�• + F4 + 00 •g� 0o tca +' too +0° oo + oo +°0 yra;.�,<�.�s +00 I+ 00 +°° l,�Q °, t° oa +ao + A 19 +°° + °rr to0 + 00 C00 + , 00 + —' + 00 °° Ore 40 o° + Q o0 + Brookside Do + 00 0 00 + oo + �i` V + o, O oo + 00 + 01 + 00 + 0, + ffiF r,3 �` A-15 05 + A-1�1 e I 00 + oz t oo t a t oo •'s o, + ca.•%s <,.;,;.},.,,.:�,:a. �'�;'::� . ::'r; t'r;"s,,.', ,,�::;.�„i.,-� 00 + , + 00 + oo + ?� o, 1 z 0o Get inspired with vintage undertones reminiscent of early 2Dth century ^°' ��'' no + 00 + o + 00 + oo bjj o0 + az + no + 1 +00 + oo +oo + o, +°' + 00 +00 + 0 +00 + ) + + oo +D0 + train depots.This indoor-outdoor lantern is aluminum with a textured Width:12" Height: 12-318" 00 + az oa oo , + z + o Gilded Iron finish.One-Licht 12"wall lantern. 0o I +00 + oo +° + o, + + oo +° + oo +°0 + oo •��0 + oo +°� t Ins iredb vintage elilhtfixturesfoundinearl 20thcentu train stations. Depth:l3-1/8" I 00 +o + °, too t ao + 0 +00 + 00 +oo + [, +o, + 07 +oo + • 00 + 0, + oa t oo +? 00 + o +' °, + oo P Y 9 9 Y century 0o t oo t oo t 00 +' 00 t oo + 00 + 0n + 00 •► oo + oo + 00 + oo + 00 + °0 + + • Aluminum with a textured Gilded Iron finish. + oo + o° + °° + o° + co + oc + COTTAGE ; 1 H/CTR:6-7J8" 0o too + oo +00 + oo ° + 00 +00 + o too + oc 01 + Jo' ° �g too +oo • Double arm attachment for stability. oo + ao +°o + Da +oo + 00 +00 + 0 +00 00 +00 + A 00 + oo + oo + oa 49 o0 01 + 00 + 00 + oo + oo + e0 + COTTAGE 4 + oz - °C Category:Outdoor Gilded Iron (painted) 00 + oo + 00 + + o + oo + (FF-28.20} °° 1t g ry' +00 + oo too + oo +00 + 00 +°p t oo +° on 00 + + I o0 +00 + c0 +00 + oo +oo + 00 + + 0G +0D + #1 2 04 +°D + oz 0 + 00 +oo + 00 +°�° + 00 t00 + 00 +° + (FF=28,20) 00 +° +°e + 0 +0 to° + Construction:Aluminum Construction 00 +00 + Do t°° + o° +°° + oo +° + on +°° 06 +°t + °c +oo + �o° 00 00 t00 + 0o t00 + 00 +0° + 00 t00 + 00 t00 + UD 00 +00 + 0C +no + oo +oo + oo +°° + 00 +oo + 00 + + o.a +°o + 00 + +0° + n +oo t t oo +00 + oo +°° + oo too + 0o t°1 00 +00 °o +°° too + 00 o + ao + 00 + oa + no + 00 + 00 4 00 + 00 + 00 00 + 00 + 00 + oD too +' A�C oo + oo + oo + oo + °° + oo + a +n oo + °o ,,••��"0 l^ 4 + o +oo + oo +o° + 00 +oo + 0° +oo + 00 00 + °� 00 1 00 +00 + oo t90 00 + °° + oo +- oG + oo + - + 0 + 00 + oo + 00 + oa + 00 +00 A I a 00 00 00 p0 + 1 0 00 1 + 0 0 f �2g.2 0 0 + 0 0 + 0 0 + o o + o o + o o + Wall mounted Pre wired Quantity: cCSAus Wet location listed 0o to0 + \ 00 + oo + 00 + t oc t 00 + p 0° + 00 + °° + o° 00 + c° 0° + Mounting strap for outlet box 6"of wire supplied One 100w max Medium Base 1 year warranty 00 t00 + 00 + D0 too + 00 -IP + 00 t00 + 00 +°° + 00 +00 + ,0 t00 + 1 g p pp + 0o t Do 00 + oo + oa + 00 + 0 + included 00 + + 00 + 00 + 00 + 00 + °0 + 00 0 0 + 3 0 0 + 0 0 + 0 0 + o o + o c + c o + 120 V E26 base ceramic socket 0I + + c0 + 00 + °° + °° + oo + no + •f Do A-21 00 + 00 + 00 + oo + oo + °° + Back plate covers a standard 4" l Cy- o + o + oa + oo + 0 + oo + 00, 00 + + oo + 00 + 00 00 + oo 1.90 o01 + octagonal recessed outlet box ` 00 +00 + 01 09 + 00 +° 4 00 +OD + 00 +00 + 00 00 t 00 + + 00 +°0 + 1 J t I oo t Do oovn 00 oo 00 00 + oo + oo + 00 + oo i + oo + 00 4.8125"W.,1.1875"lit., �...,� D too + 01 t01 + oa +°° + oo too + 00 +°0 t oo +oo + 00 +oo + oo +� + 4.8125"depth OS + 00 ° + 00 t00 + 00 +° + Oo +00 + 00 +00 + 00 +00 + 00 °o oo +oo 0 too 00 +00 o too o too oo +00 oo +°°' + /y� =+oo + ��A j 9A 2L oz '* oo too 4 00 +o° + oo +C0 00 + oo +° + oo +° + 00 -- — [� oo + oo + oo + oo + 00 + 00 too + °° oat A18 00 +' 00 + 00 + 00 + 00 t OU + 00 {00 +00 rn I c�-10 +a t oo +00 + °o +o° t oo +oo + oo +° + oo +° t °o + O o0 _ — — — -- — — — — — — — — — — — A o {�sF2 oo +00 + oo too t oo +°° + 00 +° + oo +°° + o0 oD +oo t 02 to, + ao +oo + 00 too + oc +00 + D3 to, + oz +°° + oo toc + too + O O oo +00 1.9 90 +00 + 00 +00 + 00 + 00 +G0 +01 t00 +00 + 0 + �(� +oI + o too +" � too + oo +00 + oo too COTTAGE t�C 7 +0 + COTTAGE 00 +°° +� `L. O oo +o0 + oo +C0 + o° +00 + oo +00 + COTTAGE + c:, +o° + ' COTTAGE n +p0 + 00 , nc +00 + n1 too + 00 too + oo +° + oo +°° 0z +oa + A 6 0o O+00 + (/ J O + 00 0 + Do + GG + J¢$ + Oi5 00 +° + , 001 oo + oc t oo + oo + Pf q g 00 + on + o + r w o +oo + of +00 + oo +00 + °o +° + oo (FF-28.15) °o +00 + (FF•'-28.15) + 00 +0° + `/) + U7 + 01 t00 + 00 + 00 +00 + 04 t 01 04 00 +00 + , 00 O~ I o0 01 + oo + 00 + Gc + + o +oo + ''r � os +°, + oo +oo + 00 +on + oo +aG + c, +00 + oz +00 +" oc +oo +c0 + I Col NG A 20 +00 00 +00 0 +00 GU +2 t o, +01 U° t° + oa +G0 V oa +� °o t o0 0n + oa + Q 01 00 + 00 + 00 + 01 +D0 + 00 +°U + 00 +00 + + �1 6 + + oo + oo + oz + oz + + + 03 +�7 00 + 00 + 00 t O6 t GO + 00 g, 37 —�$ O 90 00 + 00 + „ + o + oo + 701 Millennium Blvd.Greenville,South Carolina 29607 www. ro ressli htin com Rev.05/19 Z i I .�2 20 oo oo oG + >to� _00 00 +02 00 -,Pb + oo + 00 + 1e + 01 +°o + °o +°° + p 9 9 9 ° t on + 02 + ,a + oo + 1 00 ❑ �, 0 + + 00 +°° + S- 00 +oo t 00 +00 0, + A-5 0o +oo + 00 +oo + oI + oo co + oo + 00 + A-7 + oo + 00 + + 01 + oo + 00 + 0 + oo + an + .0 00 +oa + AGV too t o0 t o0 00 O + c0 + en oo + oo oo + oc +oo t Q o too + °° 00 + °° + 9n + 00 + oo + 00 t O oo + +00 O + 00 + oo + + 00 + 11.'�•O oo + oo + O oo + 0 +0° + oc + W I oo + 9rr + o, t °, + 0° + CO G CO GE o too '+°D + DO +0.0 (�S2g'L�� 00 +00 + DO +°° + 00 +co + COTTAGE t0a COTTAGE oU t0o +00 + 00 to0 CZ) 00 + 00 4 00 + 00 t 00 t I' 'T W 00 + 00 + p1 + 0. #7 #B +00 + 00 .+00 + 0 too 00 too + 00 OS t OD +°2 On +° +n °0 O +° 0 0 + o o + COTTAGE o o + !. + (FF-28.25) + O (FP-28.25) 0 o t0 n + ° +o + + oo to.o too t +00 +00 COTTAGE +05 +°° + 01 A 1+1 COTTAGE oo +00 + O +°a c., +oc too + o° +c° +�0 + oa +00 t I' oo too + ,�2L� Gc + no +" 0 +ou + 00 + o t • 00 +°'0 .1 00 +00 + #21 16 +01 + 04 °c +°° + °o + o +°° Lighting Schedule //// V O °o + {FF-29°10} oo +°o + 00 +oo + oo +00 + oo +0° +� +00 I +o.o + °° t°0 +oo +°o + oo + {�-2g 10) � 03 +°1 boo + + 00 +°° + O o0 +oo + + 00 Symbol Label Quantity Manufacturer Catalog Number Description Lumens Per Lamp Total Lumens Wattage 00 + 00 + + 02 +4 00 +0a + +00 + 00 011 AG� 00 t°° too + � ° too + oo too + oo +oo + 00 too + oo toe + D too +°� eo +00 tco + O ,I � 00 +00 + oo +00 + o +9 4 + +°1 + 00 +00 + 0p +00 + oo ,+ \ + G° 'o A 24 PROGRESS P5723-813OK9 17"LED Outdoor Wall Lantern 751 18,024 17.1 +00 I t00 + 00 +00 t00 + Oo t00 +00 + 02 + q-10 00 +G0 +00 + CO too +00 + 00 tC0 t0a t00 + (�o'ZIB$J 4 00 too + N > oo + 00 + 3A—1 4+ oe + °° +' a + 00 V 0° ,t00 00 + 00 l o2 + 21 co + rG .1P 00 + 0 + 00 t 90 t 01 00 + 0 + 00 + 05 +00 + L-L 00 + 00 + 00 + 00 49 00 + n0 t W I oo + °o + + °° + °° + 0 00 •��°� N 00 + oo + + oa + °° +? 00 + 00 + oD 00 + as + + p, 00 + 00 + 00 + 00 00 + 00 + 00 t o0 + 00 + 00 + ri -r' r 00 + On + 0 1.9 a5 rQ, +15 + 11 AGE. 0o C_ I 00 too + oo t0.0 + ° T + COTTAGE toe + oo +°D + n0 +00 + oa + A O�1 t oo + oo + COTTAGE oo g/ 0G + or, + oo + Z j{t,' 1, N v �00 00 +°° t 00 +0° + +/2n too + '1i'2 oo +oo + °0 +oo + °0 +°o + °, +03 J "' .$/ +00 00 + 00 + ,ffif L' + °0 + 00 + + - 1 w Q 00 + 00 + 00 {FF=29.20) 00 + 00 + ° + {FF 11� 00 + 00 +00 + oo too + (FF-29.20) 00 too or. + oc + oo + z � � 0.0 + oo + + 00 +00 + 00 t0o + oo +oo + 0c +°t tcz + 0 + q 3 lo oo + 00 + + 00 + + 00 + 00 +00 + W �' C_ o° y o° + o o + ,o o__ + —�•p 90 __'_} 0 0 0° + +0 0 EDGE fr�F° WGDD+S o 0 +D o + 00 +_ 0° +ao —r °o + °o + o n + 0 0 '00 oo 1 /YYYI 00__+__ — —>rr —iA __ __ FE.CO oo + oo + a° + oD +oo + W 00 + —� - ' 1 00 + °° �o + 00 too + c° + UG + 1 + IN o a too WOot)t D o° FE Cpk1 too + 4' CHAINL IN,K FENC+Go +°° + 1,7E — _ +D o +0 0 = _ �D° +°° + +°0 +o o +°° j °o t°0 too +°o + J V o 0 +°° + o o +°°— �+ 1,OE - - X�-0--- X --- X —X X — o o + 1 n 0 + 0 0 +°°1 o, w QP1 + — — ,00 + 1 oG + 01 +00 + 00 ° tD oo +° + 3G G 1+o co NIF 00 o +DD t° O A� COUNTY OF sOFFo_K + o + +°o +o N/F N 4 0°20'00' W 355,24' +o zA n NtJ.1, 2 a CHARLOTTE MILLER I °° +° + o0 +o t + 0 � �s• � N/F +oI to G •t,°° + G +G a +°° O +U 1 MA RID ROSA-OSORIO taa +Da +°° + DD +°1 tD7 + AND LISA A, ROSA 00 tGn +00 +°° + +°° +°a I^ II 0 t01 _1 00 t00 tU0 t00 + G 0 + 4 4-1 I I +°0 +o o + 0 0 +°° O +° o a Ao +° C I ` I oc +oo + O ACE +00 + 0 GG ip0 + Oo o+a(' C� oG +aG +00 + 0 +00 t0 0 + 0 D 1 t0 0 + o° ' +°o 4 °0 +° 4P O + v,!-21500) too +o c +° + — — ° + 00 +00 +°D too +0°I +oo + o0 00 +n0 7D +00 +00 LO + 00 +on +00 + t 00 +00 +00 00 + 00 t0o +00 + 00 +90 t°° + °° U +00I + 00 +°° + 00 +00 too + SITE PLAN o 00 + °° + � on +C0 + 0 +on + 10 1 +00 '+ ° +D U0 +0 +°° + , �n%jj o SCALE: 1 "=30' . t00 +°[ +°\ ° +0c +°f +°n + 00 +G° +°° +°G + � 00 + 00 + 00 -4- 0 30 60 O~ I+oc +° oo +° +°° 0r + oo +oo +oo +00 1 + ° 0 Feet (Y1 p0 +00 + Do +on + 0 + J � +� (� � too + G0 oa + oa +00 0o t oo t 00 too tno + 00 tno +00 + oa +00 +oo + Itoa +°r +°° oo + +0 too +0 +°o + °o1 +00 I o0 +00 too + itoo too +oo 00 too +oo +00 00 +00 +°0 oo too + 00 +00 t00 + 1 Do +� 00 ' too + 0 too + 0a too +° t00 + + OU + �00 O �00 +oo +00 00 + too +00 +90 0D ,�° +Go t00 too too + oo +n tn0 +°0 +00 ° + too +oo +oo +oo U �oo too + ao +00 + I oo +°° ��CC �• 177 D 0n +C0 00 +°0 oa \0 + AUG 2022 I +00 too +00 + 00 +° toa + 0�4 too +co + 90 0 +' , no too +oc t 00 +c° +oo +oo t 00 +oo t 1 L.�--r- 00 t00 t00 t00 + 0 too t00 +00 + 00 +00 1 +0 1 Southold I own _. GG + + on V oo +°w + 00 +00 +°°, +°° Planning Board 4-1 +00 +oU + 00 +90 4P + a 00 + L— (/ on too + 00 too + 00 +00 0 7 t00 ' ta0 + °0 00 +no t too +00 + Q G +°° +°" + ac +° +°° + oa +00 +°°, +°° 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD + Oa + 00 + 00 00 + 00 + '� oo + o � Itaa + °n + D° + Da + °° ��� ��� tDD + °° �°° DATE BY DESCRIPTION APPROV. BY 0 n + 00 -- +° + t ,°— +° �P� ti +a +aGG +Ga— t 00 ® +� REVISIONS n too +oo + 00 0n +00 + oo t0a +oa + °° + °D +00 TOWN OF SOUTHOLD +°n +° + +°° +° + e Da +°° + p o SUFFOLK COUNTY NY 00 +Do + 0 t00 a +90 + (� 0 0 +° YYYYY 0c +00 + 00 +co + 00 +oo + oc + 0c +°C + �0 s Eno +00 + 0 +° oo +0D +00 + a +0D aG +°° +00 t CARROLL AVENUE COTTAGES c0 + oo t o� — •0 oa Q�S t00 + -w- no_ _+oo + — on +'° + LIL, #9 o I OU 00 + 00 +00 0 0 � ---- — — Q 0 _ Q _ a' 41�39' 0' V �89,58 tD +# , PA #10 +n ton +0° + � taaN -00 +n° +°0 00 0° + + ---�--�— ro � �(LOFN�ty PROPOSED LIGHTING PLAN N * `� * L. K. McLEAN ASSOCIATES P.C. EDGE OF PAVEMENT (50 WDEN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I �Ci oVENUE / 56985 V 9 y: MF�CFD Scale: (� N A THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ' Sheet No. CARR-nL L ANY PERSON FROM ALTERING SPECIFICATIONS. ON THE DRAWINGS Designed a AS NOTED AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS R'S � UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE r'r a• �. (n PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND � 551�3N .. ' Drawn By: MF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q DRAWING AND/OR IINECTMTI E SPECIFICATION PEC 2 TION (NYS ED. LAW LT 1 Approved pproved By: RGD File No. 21039.000 I SEE DRAWING S2 FOR ENLARGED PLAN NIF SEE DRAWING S2 FOR ENLARGED PLAN OSPREY DL7MlNlf7N CO, _ G— (COUNTY OF SUFFOLK DEVELOPMENT E) T- 29 9 xl� ALP51--� D-M ci 28 kLP61 k FE5) FE6� �A PT�( MIN. { ' /J 1 �\\ 1 ( 4, /�a\ �,�C�T ?1 IN. PT6 k"LP31 co '(3 COTTAGE COTTAGE 4) If k DW) #11 #10 I - to' ( ' -("� (FF=28.25) (FIF-252 DM7 S) �)— W) ITT E7 � r M kDW) 8 0 —1/ / COTTAGE /mow_/ s -9 --29— 7� \, �� If COTTAGE 28 �F!28.20) W #12 1-211 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �. (FF=28.20) 26 ;�7 6/ 28 \j kDW 00 PROJECT T LJVY - LOCATION kDW) W1 W Cie f econic � (j"('�Q n _ 1 \ .-. __ __. . ._ .__. __ -,..ram,, , __ ___ _._.. .._..._._ _ ,�. _ .,a 1PT4 -28— W - 28 r-28--/ 35 rn COTTAGE C--) COTTAd Land W"pfl Dc 110her!V'' ST4 1W W I — I I r Acumfs' C-) 10 % (FF F?Ml (FF=28.15) V--4 A r CDV7 ( ) LP3) \ / �- ; #19 , -20) i DM4 1 k z P4) IDM3SEE DRAW IN G S2 F�R ENLARGED PLAN kFE oo P FE3) 29 COTTAGE (CENT) CC #7 #6 W (Fr=28M) (FF=28,2,-,) LOCATION MAP kD o ST2 o 8 / COTTAGE 0 COTTAGE 424 S CP W) SCALE: 1 "=500' f2l FF=29.10) (FF-29.10) S (i4c . s- M2 -- kDW rc -0 kLP LEGEND: n kDW1 011 AGI� DW) COTTAGE PROPERTY LINE COTTAGE V PROPOSED TRANSFORMER #22 #23 (fF-29.20) '26.6) (FF-29,20) PROPOSED CONTOUR 0-1 LIGHT POLE Cn E.Vril' OF V5PUS 15 1 .0 - - EXISTING CONTOUR -0- UTILITY POLE U) -ry ;�J,� 27-_ UTILITY LIGHT POLE ram. r 29 4' CW1147 SOIL BORING LOCATION y JF 0 TRAFFIC SIGNAL POLE —29— PROPOSED CONCRETE CURB 0 SANITARY MANHOLE SUFFOLK-0 Nl�— N 4 0"20 1100-f W CL7UN T Y L71 S 9 GAS VALVE 4- C PROPOSED 8" HDPE ROOF DRAINAGE PIPE CHARLOTTE MILLER NIF SIGN CONIFEROUS TREE -4— MARID ROSA-ESORIL7 F!=, IIEI= PROPOSED 15" CPEP DRAINAGE PIPE C- N 0 AND LISA A, ROSA a DRAINAGE MANHOLE 0 EM PROPOSED CATCH BASIN F'" RECTANGULAR DRAIN INLET SEE DRAWING S3 FOR ENLARGED PLAN 0 kDW ROUND DRAIN INLET FE1) 0 0 1 r,011 Ar-- .7 7) DW 1 PROPOSED 10'0 DRAINAGE LEACHING POOL FIRE HYDRANT WATER VALVE > kDW) M1 k P, WATER METER ST# COD PROPOSED I/A OWTS SEPTIC TANK W/ TELEPHONE MANHOLE LIP 1) L11 I ,----%. DECIDUOUS TREE 1 i kDW) LP# (0 1 PROPOSED SANITARY LEACHING POOL 0 4-- I Io I—/ PT# PROPOSED PRETREATMENT TANK (%w D M# (` PROPOSED DISTRIBUTION/SAMPLING MANHOLE 4-1 o —s— PROPOSED SANITARY PIPE 0I \ —w— PROPOSED 2" DOMESTIC WATER SERVICE TEST HOLE BY MCDONALD GEOSCIENCES \ \ / PROPOSED 4" FIRE SUPPRESSION SERVICE --7 Ir-D ON 4-7-2022 E— PROPOSED U.G. ELECTRIC 27.0 Drown s0y loam OL 4- 26.5 -------- 0 5' AUG 3 2022 U) \ \ Southold To—vin- Biown and oray,sh brown slit mt. Planning Board 0 0- - 5' Cf) 22.0 ------- 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 1 DATE BY DESCRIPTION APPROV. BY 0 0 29 REVISIONS 0 TOWN OF SOUTHOLD "A! Yellowish brown line to medium sand sp SUFFOLK COUNTY, NY E co CARROLL AVENUE COTTAGES 0 co C) 0 CN PROPOSED OVERALL SANITARY W LV- #9 LIPA OfNE E �tW G. PLAN 3 —W—W—W- 17' 0 10.0 SITE PLAN W W L. K. McLEAN ASSOCIATES, P.C. SCALE: 1 "=30' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (HIGHEST EXPECTED GROUNDWATER EL. 5.0) 0 30 60 1 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. 0 1 1 Designed By: MF/CFD Scale: AS NOTED Feet ANY PERSON FROM ALTERING ANYTHING ON 'ME DRAWINGS W935 AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rT*s UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0) TEST HOLE ('50 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE 611DE) PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND SS Drawn By: MF Date: J U N E 2022 D DESCIR E THE FULL SECTION OF THE ALTERATION ON THE < N.T.S. Is, DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S1 C4 RRLIL L A VENUE SECTION 7209-2). 1 Approved By: RGD File No. 21039.000 1 1 (FF 28,15) 28 / i 10' s MIN. 8' i a s MIN. — I s, DW LP6 \ DM , FE6 \� ` DW � 28 >0000l 51 / 1 < Q MIN. x II O 9T6 a� ( ) 1 MIN. O 5' _j PT2 � 5 MIN. \Q/ MIN. I `? PT6 IN. \ \I 1 COTTAGE 8 MIN. COTTAGE / ✓ 10 1 y #7 ( #5 I / 0 1 �B -MIN. LP7 (FF�za.z5) p� (FF-28.25) � \ 1 )� cOT g��-- COTTAGE —f GOTTA \ 1 / 404, 11 10 \ Q-� 5' r'� / \ ��$11 s `a -� I (FF=za.z5) (FF=28.25) C. J 8' f / I MIN. / o D D—, DW ) °1 / \ \ , \ �/ � \ 8'IN. / \ / r -�- / 5' 1 01 MIN. 10 M N/FE7 \ IN. (Q � TT o /� � C;O.Vj�,GtM2 � \ � r��`�3�E` a �p 0 60 \ / 9 MIN. oo- 4 bbb 1 a / 8 MIN. �a.a� \ \N' 28 i TF � / e pC T7 LP2 s \ COTTAGE \ i 1 CO�,�.AGE s � #9 COTTAGE �� W`�w \ � 28 � (FF 28.20) N 1, \W \ \ / 12 100 0 (F=28,20) Z� I MIN \ L F )w f \ h \ ENLARGED SANITARY SYSTEM #3 & #4 PLAN H / I SCALE: 1 =15 \ / / 0 15 30 _ UI FOL K \28` � � M\N• � 1 /� 0,1.�A , Feet CB — \ \ 29 / N. , " M1NN � � \ � � � \ ^ 8Ib1IN 5, 1 f / LP5 DM — 1 0 / ST rp M1N ` DW ) / , s i w FE1 I O �\ _ `s/ \�\ C) 113 / 8 0 S --- T1 CO�tPG~E 27 M - / 5 MIN. tff,711a 0) s `(Q 4 DW ) \� 3: �\ (� mi ON- 4- / LP1 0 I / DW > \ / DW 00 SUFFOLK COUNTY DEPARTMENT OF HEALTH SE ENLARGED SANITARY SYSTEM # 1 &#2 PLAN SERVICES SCALE: 1 "=15' O 0 15 30 O Feet LEGEND: ---- PROPERTY LINE PROPOSED TRANSFORMERCqb O 10 PROPOSED CONTOUR 0 0-1 LIGHT POLE SEWAGE DISPOSAL SYSTEM DESIGN a�6 — —1 1.0 — — EXISTING CONTOUR •0- UTILITY POLE ALLOWABLE SITE SANITARY FLOW s C UTILITY LIGHT POLE A "� SOIL E30RING LOCATION O TRAFFIC SIGNAL POLE ( ) 'moo r-+ POPULATION DENSITY EQUIVALENT �;,•- "'Vim•.� t_,.h n PROPOSED CONCRETE CURB C SANITARY MANHOLE GROUNDWATER MANAGEMENT ZONE: IV GPD/ACRE) AUG 3 022 1 � USE 600 GPD/ACRE X 4.90 ACRES = 2,94940 GPD a� —o GAS VALVE PROPOSED 8" HDPE ROOF DRAINAGE PIPE ' ot,tliol�7ow�, � `�" SIGN PROPOSED DESIGN FLOW ENLARGED SANITARY SYSTEM #5 PLAN 4 r SCALE: 1 =15 24 PROPOSED 600 SF HOUSING UNITS Planning E3o��r;1 �- CONIFEROUS TREE PROPOSED DESIGN FLOW FOR 2 BUILDING SYSTEMS O G • PROPOSED 15" CPEP DRAINAGE PIPE ��`~ (SYSTEMS 5 & 6) 0 15 30 n DRAINAGE MANHOLE DESIGN SEWAGE FLOW RATE: 451-600 SF = 150 GPD/UNIT Feet to CB FLOW PER 2 BUILDINGS = 2 BLDG. X 150 GPD UNIT = 300 GPD 0 ® PROPOSED CATCH BASIN RECTANGULAR DRAIN INLET TOTAL SITE DAILY FLOW: / DATE BY DESCRIPTION APPROV. BY o 0 ROUND DRAIN INLET SEPTIC TANK 2 BUILDING SYSTEMS o � 24 UNITS X 150 GPD/UNIT = 3,600 GPD REVISIONS DW) FIRE HYDRANT PROPOSED 10 0 DRAINAGE LEACHING POOL REQUIRED: 300 GPD o \ i Ir., WATER VALVE PROPOSED DESIGN FLOW FOR 4 BUIDLING SYSTEMS 2 3 4 & 7) PROVIDED: FujiClean CEN 5 I/A SEPTIC TANK = 500 GPD TOWN OF S 0 U T H 0 L D WATER METER (SYSTEMS 1. . . N ST# o o o PROPOSED I/A OWTS SEPTIC TANK W LEACHING POOL 2 BUILDINGS SYSTEMS SUFFOLK COUNTY NY / / Q TELEPHONE MANHOLE FLOW PER 4 BUILDINGS = 4 BLDG X 150 GPD/UNIT = 600 GPD REQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF DECIDUOUS TREE CARROLL AVENUE COTTAGES � j �� SEPTIC TANK 4 BUILDING SYSTEMS 200 SF / 31.4 SF/LEACHING POOL = 6.37 VF -d- aD LP# (` 1 PROPOSED SANITARY LEACHING POOL 7� REQUIRED: 600 GPD O \ PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH LEACHING POOLS = 7.67 VF C-) Q /� PROVIDED: (1) FujiClean CEN 7 I/A SEPTIC TANK = 700 GPD O / ,1 PROPOSED PRETREATMENT TANK FUTURE EXPANSION 2 BUILDING SYSTEMS PT#�.. �. LEACHING POOL 4 BUILDING SYSTEMS ZE OF Ntp/ ENLARGED SANITARY PLAN 1 I E \ / REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF REQUIRED: 50% OF LEACHING CAPACITY h'tQ' pND y0 400 SF / 31.4 SF/LEACHING POOL = 12.7 VF PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH CONCRETE LEACHING POOLS N DM# (� PROPOSED DISTRIBUTION/SAMPLING MANHOLE 0 * ._ �. q�•— PROVIDED: 1 O 10 0 x 13.67 EFF. DEPTH LEACHING POOLS = 13.67 VF TOTAL DENSITY VS. A LOL WABLE DENSITY �" Tk L. K. McLEAN ASSOCIATES, P.C. N S PROPOSED SANITARY PIPE FUTURE EXPANSION 4 BUILDING SYSTEMS_ ACTUAL DENSITY: 3,600 GPD CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ALLOWABLE SEWAGE DENSITY: 2 940 GPD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �' +,'ram, N W— PROPOSED 2" DOMESTIC WATER SERVICE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: NIF CFD Scale AS NOTED Sheet No. O REQUIRED: 50% OF LEACHING CAPACITY AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrs Q985 �j / —F— PROPOSED 4" FIRE SUPPRESSION SERVICE PROVIDED: (1) 10'0 x 13.67' EFF. DEPTH CONCRETE LEACHING POOLS 2,940 GPD — 3,600 GPD = 660 GPD (OVER DENSITY) UNDER THE DIRECTION OF A LICENSED PROFESSIONAL E. THE Cn PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND :3 E PROPOSED U.G. ELECTRIC DESCRENGIN E THEH�SUDC�OF THENALTERATIS ARE ON ON THE Q DRAWING AND/OR IN THE SPECIFICATION (NY^s M. LAW � FES$IO�p' - Drawn By: M F Date: .1 U N E 2022 C v� Approved By: RG D File No. 21039.000 J SECTION 7209-2). Collp`Gt �_E 3 \ LEGEND: �17 PROPERTY LINE PROPOSED TRANSFORMER DW ti� �� 10 PROPOSED CONTOUR o-, LIGHT POLE -1 1 .0 - - EXISTING CONTOUR fl UTILITY POLE UTILITY LIGHT POLE DW \ W w W SOIL BORING LOCATION \ 0 / 0 TRAFFIC SIGNAL POLE PROPOSED CONCRETE CURB Q SANITARY MANHOLE PROPOSED 8" HDPE ROOF DRAINAGE PIPE GAS VALVE SIGN PROPOSED 15" CPEP DRAINAGE PIPE CONIFEROUS TREE�" I " _ Q DRAINAGE MANHOLE ® PROPOSED CATCH BASIN Ir RECTANGULAR DRAIN INLET 0 ROUND DRAIN INLET DW� PROPOSED 10'0 DRAINAGE LEACHING POOL 15 FIRE HYDRANT s " PT4 — — e WATER METER ST# 0 0 0 s PROPOSED I/A OWTS SEPTIC TANK W �s \ 2g 2s C / CT,) TELEPHONE MANHOLE 21 i�1 DECIDUOUS TREE g \ 28 LP# (� PROPOSED SANITARY LEACHING POOL - I C pT#(` `1 PROPOSED PRETREATMENT TANK / \s I w w w w w w w \ D M# PROPOSED DISTRIBUTION/SAMPLING MANHOLE s PROPOSED SANITARY PIPE I �w-� \ �• /'- w— PROPOSED 2" DOMESTIC WATER SERVICE (CENT fit' ; LP3 —F— PROPOSED 4" FIRE SUPPRESSION SERVICE DM4 �, E PROPOSED U.G. ELECTRIC � —� � �/O S \ N LP4 DM3 l�� gC"t�GE FE C \��C 10 0 FE3 . ` Lai � �9z�� MAN• 29 / DW COTTAGE G COTTAGE( #2A�#21 g/ (FF=2.9A0) (FF 29.10) �0� ( PT3 s s a s � 1 s �s -`--------= E �� Cn DW U) I c� DW / �� COTTAGE COTTAGE � \ #23 C 1 ' z9 22 za) (FF=79.20) b o I ���� o>� �IR���.�s , D o ' 1 rn �,y(/jj""/7j(�/7j�"(}jf^'�f7''J) YV d..J f�.J 1.0 I..-. ,L J U ENLARGED SANITARY SYSTEM # 6 & #7 PLAN SCALE: 1 "=15' � 0 15 30 U +, 1 = Feet 4- 0 U to 4-1 U ° SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES U AUG 3 2022 Southold Town Planning Board O --- - - - Q co 0 DATE BY DESCRIPTION APPROV. BY 0 REVISIONS 0 0 TOWN OF SOUTHOLD SUFFOLK COUNTY NY � U CARROLL AVENUE COTTAGES T1 O �� ,OF . I ENLARGED SANITARY PLAN 2 E '�P�aN� G of `�' /9'1'r^ 0 4-1 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 LAW OF THE "'III N N THE ANY�PERSONNFROM ALTER NG AANYTH ANYTHING ON THE KDRAw DRAWINGS \ 9 y MF�CFD Scale: AND/OR ER THE DIRECTION OF A LICENSEDNG ONS, UNLESS PROFESSIONALS A� 985 � Designed B A$ NOTED Sheet o. ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE f�'Cci(1Na PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND _ Drawn By: M F Date: J U N E 2022 DESCRIBE THE FULL EXTENT OF 111E ALTERATION ON THE -- - DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21039.000 POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, PVC PIPE FROM MAC "R" PLASTIC COVER WITH TUF 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL TRAFFIC BEARING, HEAVY DUTY CAST LID SAFETY BLOWER TO AIR INTAKE TYP. FOR IRON FRAME AND COVER WATERTIGHT, PROPOSED U.G. ( FUJI CLEAN CONTROLLER AND ALARM PANEL. ELECTRIC AS PER MANUFACTURER'S ALL 3) BOLTED LIDS WITH GASKETS TO REQUIREMENTS PROPOSED MAC "R" R15011 AIR BLOWERS (2). POWER GRADE. F ---------------- CONNECTION TO BE HARDWIRED TO CONTROLLER AS PER -1 SCDHS & MANUFACTURERS REQUIREMENTS. 2j"O (2" MIN.) HDPE VENT W/ CHARCOAL FILTER 18" MIN. 2-s MAX. ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. E A A E A A A � E FRESH AIR INTAKE PIPE W/ SCREEN 2.5'MAX. -v v v 2'MAX. CHIMNEY SEE SITE PLAN FOR CLEANOUT & EXTERIOR DECK PLATE F.F. ELEVATION FLUSH WITH GRADE 8" " �-2 4" 8" TRAFFIC BEARING PROPOSED U.G. ELECTRIC 12" SLAB - °• -- - - - - - - - - - - - - - PROPOSED 4 SDR35 PVC A A A -ems PIPE Ca? " PER A v v v v v v PROPOSED 4" SDR35 PVC PIPE 18" ,� FOOT MIN. TO PRETREATMENT TA PER NK MIN. „FPOR 5,_0„ 8„ PROPOSED 4 PROPOSED 4" DISTRIBUTION SDR35 PVC SDR35 PVC PIPE LEACHING FOOT FROM GREASE TRAP (EFF. DEPTH) PER FOOT ® J" PER FOOT POOL MIN. 4" DIA. MIN. TO MIN. FROM SDR 35 PVC PIPE DISTRIBUTION PRETREATMENT CAST IRON PIPE TO TIE PITCHED MIN. 1/4" TANK a INTO EXISTING PIPE THAT PER 1' 4„ LEACHING EXISTS THE EXISTING FOUNDATION WALL 6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ,r a INVERT TO BE 2' BELOW , FINISHED FLOOR I- 10 ' PROPOSED FOUNDATION I A OWTS FUJI CLEAN CEN5ZCEN7 PRETREATMENT TANK N.T.S. .a •d . BUILDING CONNECTION HEAVY DUTY & LOCKING CAST IRON SCUM BAFFLE B CHAMBER Volume(gal) COVER TO GRADE. 7 '-2gg" Q1 Sedimentation Chamber 397 2-11- Z'-8$ 1 Q Anaerobic Filtration Chamber 396 CLEAN 0 U T T Aerobic Contact Filtration Chamber 181 a Clarification Chamber 6 SANITARY SYSTEM ELEVATIONS ECIRCULATION ® AIR LIFT PUMP © Disinfection Chamber 6 ISINFECTION Total Volume 1069 2'-0'V1 MAX. 2'-6" MAX. CYLINDER(OPTIONAL) _ 8" THICK TRAFFIC 4"IfJLETPIP "OUTLET PIPE SPECIFICATIONS BOTTOM OF BEARING SLAB STRUCTURE RIM INVERT INVERT �qt 4 rq Anaerobic Media PP/PE STRUCTURE 4'-8 4' Board Type Aerobic Media PVC/PP/PE NUMBER ELEVATION (I N) (OUT) © Aerobic Media PP/PE ELEVATION Blower 3.5cfm FFLUENT Tank FRP 28 .25 26.24 25.74 21 .24 MIN. 4" DIA. INLET BAFFL ® - AIR LIFT PUMP Piping PVC/PP/PE PT2 28 .27 25.77 25 .27 20 .77 SDR 35 PVC PIPE O Access Covers Plastic/Cast Iron PITCHED MIN. Disinfectant(Optional) Chlorine Tablets PT 3 28.62 26.94 2 6 .4 4 21 .94 HEAVY DUTY, WATERTIGHT, TRAFFIC 1/8" PER 1' P T 4 28 .80 26.94 2 6 .4 4 21 .94 BEARING AND LOCKING FRAME & END CAP TYPE LOW BAFFLE COVER TO GRADE TOP OF RIM LEVELING DEVICE (CLEANING OPENING) B 3/4"AIR INTAKE P T 5 2 9.4 0 2 7. 7 0 2 7 .2 0 22 .70 RECIRCULATION PIP FLOW OPENING(TYP. PLAN VIEW PT6 28.60 26.90 26.40 21 .90 PT7 28. 10 25.60 25 . 10 20.60 SINFECTION 24"ACCESS COVER S T 1 28 . 10 25.22 25.05 20. 13 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER CYLINDER(OPTIONAL) (TYP) (TYP) (TYP) S T 2 28 .35 25.07 24 .90 19 .98 LOW OPENING T- X Si3 28 .80 2.5.44 25.27 20 .35 MIN. 4" DIA. g"SDR 35 PVC PIPE 4' MAX :24 1 1 3- OARD TYPE S T 4 28 .90 2 5.4 1 25 .24 2 0 .3 2 � � 113" _ PITCHED MIN. MIN. 4" DIA 4 1/8" PER 1' SDR 35 PVC PIPE W W „� CONTACT MEDIA S T 5 2 9 .4 0 5" MIN. ABOVE PITCHED MIN. If N ST6 28 .50 26.24 26 .07 21 .81 Uj OUTLET INVERT 1/8" PER 1' .0 2" MIN. © ST7 27.90 24.85 2.4 .68 19.76 EC LIFT PUMP AIR LIFT PUMP D M 1 28. 10 24 .99 24 .82 23 .98 O i 6'-04" p1 ® 6'-04" DM2 28.40 24.80 24 .63 23.79 ° -1 13.67' (4 BEDROOM SYSTEMS) 5'-1" 4'-11" 4'-11° D M 3 2 8 .7 0 25. 17 2 5 .0 0 24. 1 6 n 0 I ¢'� 4.67 (2 BEDROOM SYTEMS) (EFF. DEPTH) � 3 D M 4 28 .70 2 5. 1 4 24.97 24. 13 [ /U) © AEROBIC MEDIA DM5 29.30 26.77 26.60 25.76 DISTRUI3UTION SAMLING MANHOLE AERATION ASSEMBLY DM6 28.40 25.97 25.80 24.96 U DM7 27.80 24.58 24.41 23.57 I_P1 28 - 10 24.68 24 . 18 10.51 4- 3.0' I SECTION A-A VIEW SECTION B-B VIEW L P 2 2 7 .9 5 2 4.4 9 2 3 .9 9 1 0 .3 2 (MIN.) LP3 28.20 24.79 24.29 10 .62 c II � 3:O' COLLAR PROPOSED I/A O.W.T.S. FUJI CLEAN CEN 7 700 GALLON L P 4 2 8.2 0 2 4.7 5 2 4 .2 5 1 0 .5 8 ° I- .(MIN.)` 1 N.T.S. LP5 29.20 26.40 25 .90 19 .23 COLLAR. ... 0') ll LP6 28 .40 25.60 25 . 10 18 .43 1. CHAMBER Volume_ FF 10 scull 631I L 1 Sedimentation Chamber R Vol 277(ga - . , 7 1 6 __MIN. PENETRATION .. I B I) ° 3' 'MIN. ABOVE .HIGHEST 1 1 3 Anaerobic Filtration Chamber 278 i.NTO :A VIRGIN 2'-10-" ---2'-7-" 0-" EXPECTED. G O.UNDWATER 4 - 4 03 Aerobic Contact Filtration Chamber 127 I :.STRATA.,OF SAND...& ECIRCULATION ® Clarification Chamber 63 GRAVEL AIR LIFT PUMP 5 Disinfection Chamber 4 -DISINFECTION ° HIGHEST EXPECTED WATER ELEV.=5.00' --` O CYLINDER(OPTIONAL) Total Volume 749 4J - - - -- - - -- - - - - - -- - - -- - - - - - - - - -- - - -- - - - - - - - - - -- - - - ° 4"INLET PI _ q "OUTLET PIPE SPECIFICATIONS U BACKFILL MATERIAL 4 A Anaerobic Media PP/PE CLEAN SAND AND 4'_0� / GRAVEL 4 Board Type Aerobic Media PVC/PP/PE cn Aerobic Media PP/PE Blower 2.8 cfm FFLUENT Q AIR LIFT PUMP Tank FRP INLET GAFF Q3 Piping PVC/PP/PE TYPICAL LEACHING POOL © Access Covers Plastic/Cast Iron U N.T.S. L-FLDisinfectant(Optional) Chlorine Tablets CLOEANING OPENING W BAFFLE � 3/4"AIR INTAKE RECIRCULATION PIP ( ) B 7 FLOW OPENING(TYP -�_I- ."O..-•'_E ,.•_ ".` _,_a__.= a) PLAN VIEW f AUG 3 2022 -+J CY 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER ISINFECTION 24"ACCESS COVER -- V) (TYP) (TYP) (TYP) LINDER(OPTIONAL) L Southold Town 0 LOW OPENING Planning Board U) 1'-0 " y 1';2" O TYPE ° � CONTACT CT MEDIA 0- � C0 0 DATE BY DESCRIPTION APPROV. BY REVISIONS 0-) 5-5 5'-5" AIR LIFT PUMP TOWN O F S O U T H O L D AIR LIFT PUMP 0 4'- 4'-4'-38" 4'-2$" k SUFFOLK COUNTY NY N ° ° 3 CARROLL AVENUE COTTAGES U UEROBIC IA AERATION ASSEMBLY SECTION VIEW P��'QFF �- SANITARY DETAILS I *�Py�pND G.Q�q �� aD SECTION B-B VIEW L. K. McLEAN ASSOCIATES P.C. PROPOSED I/A O.W.T.S. FUJI CLEAN CEN 5 500 GALLON r i� * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 cal N.T.S. THE EDUCATION LAW OF THE STATE OF NEW PORK PROHIBITS / Sheet No. N ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \v U985 � Designed By: MF CFD Scale: AS NOTED D/OR THE NG SPECIFICATIONS. O L HUNGER THE WHERE SUCH HOALA LICENSED NS PROFESSIONAL E S � FSSIQNa C �I � IPPROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn a y� M F Date: J U N E 2022 J �i- DESCRBE THE FULL DfTENT OF THE ALTERATION ON THE �'-- D U) DRAWNG AND/OR IN THE SPECIFICATION (NYS M. LAW Q / SECTION 7209-2). Approved By: RGD File No. 21039.000 Cn 6 5 4 3 2 1 SPeclflcatlons Model MAC60RII MAC80RII MAC100RII 6 3/8" Air Flow Volume CFM --2_1-- --2_8 — --3_5 ( 161 ) L/min 60 80 100 Normal Pressure PSI --2_2—— --2_2 — --2_6 — kPo 15 15 18 D O Rated Voltage V AC120 D O O Frequency Hz 60 Power COnsumPtIOn W 37 51 74 Weight lbs. Approx. 11 Approx. 11 APProx. 11 kg APProx.5 APProx.5 APProx.5 Outlet PIPe Diameter Inch 3/4" a —— — — —— Power Cord Length Inch 6'2' 00 UL file number E341420 Country of origin Japan I Installatlon / Operation & Maintenance Notes: c — Install blower on leveled solid base. Ensure adequate ventilation C SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O I O and protect against direct sunlight. — Inspect and clean Internal air filter once every 3 months. — Recommend diaphragm / valve assembly replacement once every VISUAL 12 months. BEACON SYSTEM (Note: a torn diaphragm will trigger the Automatic—Stop function.) CONTROLLER/ALARM - Please make sure to follow the Instruction manuat. N 1 1/4(33) (FASTEN TO BUILDING) CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE ELECTRICAL & CONTROL TO BLOWER FINISHED la � e CONTROL WIRING TO OWTS GRADE ADJUST TO GRADE WITH N.J. SHALE MAC "R„ AIR BLOWER TO BE 31 #10-32 HARDWIRED TO CONTROL PANEL RED BRICK & MORTAR MIN. OF TWO N= TO , COURSES & MAX. OF 15") ELECTRICAL z ,'* 6" LAYER OF STONE _ SUPPLY COMPRESSED AIR LINE TO OWTS co - II o MAINTAIN MIN. 6" SEPARATION GFI RECEPTACLE II I BETWEEN BRICKWORK AND STRUCTURE TZT v MOUNTED ON BUILDING INSULATED BLOWER ENCLOSURE SEE I i I I PROFILES 4 3/8e 1 1/4' 4 3/8 4"DIA. SDR 35 PVC PIPE' A ( 110) (31 .5) (110) A 6" CONCRETE BLOWER PAD 4" DIA. 30' ELBOW All drawing measurements in inches(mm). TITLE APPROVALDATE 05-10-2017 GRADE a MAC60R][/80RII/100RI SIZE A3 ISCALE 2:5 ° 4"X4"X4" 60' WYE BRANCH == C DWG NO Jfff■ !mod_ T 10009Z i—H4 FLOW 4" DIA. 4e DIA, FLOW 6 5 4 3 2 1 FKi-0084-11 SDR-35 SDR-35 CONTROL PANEL & BLOWER DETAIL N.T.S. TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL N.T.S. vi 0 C 0 dam\ A \/ A era 0 h INDOORS I OUTDOORS - C_ I r� U I CONTROL PANEL IN NEMAp0 o �b / POWER I 4X ENCLOSURE OWTS CONTROL PANEL A A cRouNa s� ` PANEL I N a zs 7 s s Lc NO FIELD ONE 20A, 1—POLE CIRCUIT I CONNECTION �_. —. _. U BREAKER IN EXISTING PANEL zoA U I ALL WIRING SHALL BE INSTALLED INSIDE SCHEDULE 0 I 80 PVC CONDUIT & SIZED AS o I REQUIRED. UAIR COMPR. ; F 1 .724 U, FINISHED GRADE a) 0 05.763 7.078 4-1 019.918 C) ON—SITE WASTEWATER M TREATMENT SYSTEM PUMP ALARM EFFLUENT FLOAT SECTION A—A C FLOAT PUMP SWITCH — 1.751 -- SWITCH --""'—'-'-- PROPOSED TUF—TITE 20 SAFETY LID r� -- -- -- -- 7 "'� 7 �5.76 9.078 - OWTS SINGLE LINE DIAGRAM 02391 I AUGco 3 ?022 0 N.T.S. SECTION A—A N e T e S e SoutI�ld Town Planning Board 0- PROPOSED TUF—TITE 24" SAFETY LID co DATE BY DESCRIPTION APPROV. BY NeTeSe 0 REVISIONS ' 0 TOWN OF SOUTHOLD SUFFOLK COUNTY NY N 3 E CARROLL AVENUE COTTAGES 0 U � � 13FNE4,r SANITARY ELECTRICAL DETAILS E L. K. McLEAN ASSOCIATES, P.C. O '— CI=_ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N ��• THE EDUCATION LAW OF THE STATE OF NEW PORK PROHIBITSSheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 56985 V�- Designed By: M F/CFD Scale: AS NOTED N AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 0 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE 1 ^ PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: M F Date: J U N E 2022 \J � M DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q / DRAWING AND/OR IN THE SECTIONSPECIFICATION 9 . (NYS ED. LAW Approved By: RGD File No. 21 039.000 U� PLANTING NOTES: FERTILIZER/PEST MANAGEMENT NOTES: 3 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST 1 . THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. "AM STOCK""AMERICAN STANDARD FOR NURSERY STO (ANSI) AS PUBLISHED P 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. PROHIBITED. 95 JA S 38°45'100 E 478,73 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED - - - - - - - - - - -- - - UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. WATER CONTROLS, PONDING) IS PROHIBITED. 1 CcA i AgAB 1 CcA 1 A AB 5 VdBB 1 CcA 5 ADBB I 5 VdBB 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. p 5 v�BB 1 cca 12 IgS 5 VdBB SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE 12 Igs 5 vdBB ou 12 Igs 5' 0 6 FxC 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. 0 f" AND SURFACES NOT PLANTED. 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT 12 Igs 12 Igs -12 Igs 12 Ig� 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN (WIN), 50 5 Am 0 � WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR `v O o I COTTAGE COTTAGE �' �� PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL TO SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY C9 Q Q 5 Am (0 o� o���h �o� (FFJ4 CF �F11 12 IgS #10 IN SOIL TEMPERATURES ABOVE 55" F, AND WILL PREVENT NITROGEN LEACHING. G ,y°. ?es 2 KI 4 KI (. =28.25) (FF=28.25) INCREASE ITS WATER-HOLDING CAPACITY. 4 FxC ��� oJ 2 KI 00"�q 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL 7° A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE 2 KI G �° PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER 3 Am h 4 KI 5' _4= 1,000 SQUARE FEET PER YEAR IS PERMITTED. 12 Igs 4 KI 4 KI 12 IgS 12 Igs 7 Am 6°' ;f 4 K1 - --- -- -------- Ki-- _ 12 i s 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY 2 KI 6 IgC , -- � 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED 5 Am THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. 7 Am / 4' 12 Igs 4 KI C, UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN = 3 FxC / s FxC 12 Igs 4, 8WFxc _ 5 Fxc SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD 1 AgAB 5 Hh 2 KI C KI COTTAGE REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS 8 FxC 5 c`r' 4 AV 1 CcAVdBB #9 APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR 4 vdAB 4 AA 5 VdBA 2 KI IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE 5 cm � COTTAGE � 2 KI � (FF-28.2c) LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE 7 Igc 2q, 6 PLANNING BOARD. OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 1 ccA Am 4 AV (FF-#--Ize 0) 4 KI 4 Igc I MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST 4' 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE INDICATES IT IS NECESSARY. 5 Am L--- 4 12 IgS , 5 VdBB IgC , "Y3 ; 4 Av s I c OF THE TREE SHALL BE PLANTED WITH A 5 RADIUS MULCHING BED 9 12 IgS 12 IgS 5 Hh s } 'f 12 IgS 12' ' 1 FROM THE CENTER OF THE TREE. y Coll� E 5 Hh 17' S A AR 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) ti s Igc 1 AgAB SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161 -44 4 18'� 4 AV 1 AgAB 1 CcA 29'� 5 VdB6 29 A THRU K. AS DETAILED AND SPECIFIED. 1 AgAB 5 VdBB 5 VdBB 1 CcA 8 IgC 7 FxC 5 vases M � � 32',. 5 vase 10. PARKING AREAS SHALL HAVE A MINIMUM OF A 4' WIDE LANDSCAPED ® 95 Jv _ \. AREA AROUND THE PERIMETER. P L A N T M A T E R I A L L I S T 20 IgC 32' ° 5 Cm �r 12 IgS J U1 10 IgS 2 KI „ 1 AgAB 1 SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 5 AV a� 4 AV �/ 17' 17' 5 vDBB ..y 2 KI 4 KI 9 Q �t �jNGE 5 Am 14 I C / 19 I C \ AgAB 20 AMELANCHIER AUTUMN BRILLANCE 2"-2.5" AS DECIDUOUS 0 9 GRANDIFLORA x AUTUMN CAL. SHOWN SMALL TREE (�� SERVICEBERRY L'L (� � C AS 4 KI 5 Hh ��e�`° ;. � 12 IgS � 5 FxC --- %� � 341' 29.ao� 18 Igc - 5 Fxc n SEED MIX NO. 1 - RAIN GARDEN f STORMWATER RETENTION AREA: BRILLANCE Q lv 0 1 agaes , L 5 Hh '. (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) CcA 18 CERCIS CANADENSIS WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS 6 Am r i 5 VdB6 "F 2 KI 4 KI I (WHERE NO MOWING IS ANTICIPATED) 'ALBA° CAL. SHOWN SMALL TREE Q O 10 IgS 4 AV 5 AV COTTAGE 5' COTTAGE I O 1 8 5 I 2 KI /� 5.00 LBS. - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM 12 Igs 29 5 Cm 5 Cm (FF 78.15) 4 KI 2 KI (FF8.15) E Jv 390 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10' O.C. TALL 4 KI 4 Am 1—, 4 AV 5 Hh 4 av --- 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS CONTAINER EVERGREEN a1 c�a f 2.00 LBS. - ELYMUS RIPARIUS RIVERBANK WILDRYE HEDGE 5 FxC 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER �p 3 3' O.C. FRUITING Coll ®�19G� 2 KI 4 KI 4 1 CcA 5 vdBB � 6 Am -..._ 4 KI ���2 KI 4N Am � - �� 110 Jv - - C.1.�" Am 95 ARONIA MELANOCARPA BLACK CHOKEBERRY # SHRUB 201 O 5 VdBB� 22, I ^� 4 KI ________ 4 KI 12 Igs 2.00 LBS. CAREX SQUARROSA SQUARROSE SEDGE CONTAINER Z Z vF, ,z9 0 19' 17 Igc 12 Igs ! 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE 2.00 LBS. - LIATRIS SPICATA --MARSH DENSE BLAZING STAR [� µ_ A! 12 Igs o --�� 5 �; ;f 1 CcA FxC 103 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN "-J 12 I s Coll ACE 6 Fxc 13 Igc L-�---2 I 12 Igs j ! 5 vase , 'COURTASOL- TIDE CONTAINER LOW SHRUB g 4' 20 12 IgS 25'-""f ° i 2.00 LBS. - SENNA HEBECARPA - WILD SENNA 7 FxC # 20) COTTAGE 4' COTTAGE - 12 Igs , ! (FF,29• 4 4 Fxc L12 Igs I I #6 1 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS 5' O.C. FRUITING 4 KI ;` 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM VdBB 190 VIBURNUM DENTATUM BLUE BLAZE #5 2 KI (FF=28.25) a (FF=zs.z5) BLUE BLAZE ARROWWOOD CONTAINER SHRUB 12 Igs COTTAGE ! 1 .00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED I COTTAGE / ! ' 21 4 KI #24 I / 1 .00 LBS. - ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER IgC 156 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE # 0 (FF=29.10) --- j 12 Igs 557' 1 .00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING (FF=29.10) 2 KI � ! 1 AgAB 4 KI 0 ! COTTAGE ____ 1 .00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER LATIFOLIA LAUREL EVERGREEN 5 AgAB 2 KI 4 Am F4' 12 Igs I �' q 1 .00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT IgS 558 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT 4 6 FxC 4 KI 17_ Igs i 12 IgS a , HT., B&B EVERGREEN 2 KI 12 Igs Cam' �-�-' (FF,za. 1 10 Igs 1 .00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT 12 IgS 1 CcA 6 Am 1 .00 LBS. - VERBENS HASTATE - BLUE VERVAIN ChP 22 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3 O.C. COMPACT 9 4 Am 5 vdBB / - 1 .00 LBS. - ZIZA AUREA - GOLDEN ALEXANDERS HARRINGTONIA PLANIA JAPANESE PLUM YEW CONTAINER EVERGREEN r` OR ALT. TAXUS X MEDIA 4' COTTAGE 1 AggAB / 7 Igc ,(pGE 1 .00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS OR ALT. HICKS YEW COTTAGE 5 vDBB 3' COT g 1 .00 LBS. - SOLIDAGO JUNCEA - EARLY GOLDENROD 'HICKSII' I TTA 4 Am #23CL _ '- -4 KI 2 KI ®- F2a.a� 5' O.C. FLOWERING (FF=2s.2o) 10 Igs (FF=29.20) 10 Igs 4 ( 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER KI 144 KALMIA LATIFOLIA MOUNTAIN LAUREL #5 1 A AB II 5 FxC 4 KI CONTAINER EVERGREEN gg 12 IgS 5 AgAB I 1 ,000 SQ. FT. , . �- �' 101gS 2 KI 10 IgS 2q Av 50 ANDROPOGON VIRGINICUS BRO'OMSEDGE BLUESTEM 2'-3 HT., 3 O.C. f,.. 1 4' 1 o Igs 2 GAL. ,-.. (NATIVE GRASS) i 5 FxC 1 CONTAINER �� ' (� Cm 30 CHRYSOPSIS MARIANA GORDENASTER (NATIVE 2YLAND ' GAL. HT., 3' O.C. 3' ^^ ��'' � 72 Jv � G ; `' 4 KI ----� OTC AGE N 40°20'00" �'►/ 355,24� #2 , PERENNIAL) CONTAINER 360' a Hh 30 HELIOPSIS HELIANTHOIDES SMOOTH OXEYE V-3' HT., 3' O.C. f �z 02 K° - �' (FF ` c8 (NATIVE PERENNIAL) 2 GAL. °�� 2 KI 4 KI - CONTAINER 6 Am 10 Igs RAIN GARDEN/STORMWATER RETENTIO 3" DEPTH MULCHED PLANTING BEDS AS ���` 29 5' AREA (3,800 SF) SPEC. (31,165 SF) 5 IgC 4 DEPTH TOPSOIL AND SEED MIX FOR NATIVE/NATURALIZED TURF AREAS (WHERE MOWING IS 4_ DISPERSE EACH ROOT MASS INTO AMENDED ` TOPSOIL. STAGGER PLANTS THROUGH OUT ` \ � " O PLANTING BED. WATER IMMEDIATELY AFTER-- O C0l-�AGE I ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS U PLANTING (TYP.) " #1 12 IgS I 2" TO 3" MULCH AS SPEC. \ 6 FXC3 (FF1�T2S.ao� (105,89D SF) 3" HIGH SAUCER 1 \0 \ • COLUMNAR EVERGREEN FINISHED GRADE \ t t 5 DUG AS PER RECENT (TYP.) \ PROPOSED AREAS SLOPED GREATER THAN 10% TO RECEIVE 4" DEPTH NATIVE TOPSOIL FROM STANDARDS FOR \ ON ONLY, NATIVE SEED MIX AND EROSION CONTROL MAT AS SPEC. (2,222 SF) NURSERY STOCK AS - PUBLISHED BY THE PLANTING SOIL AS SPEC. _ > AMERICAN NURSERY & (MIN.4' TO 6" DEPTH) / NQIL: AVED LANDSCAPE ASSOCIATION DIG 2'(MIN.) DEPTH 4" HIGH SAUCER (TYP.} TEST HOLE TO D VERIFY ROOT MASS � WELL DRAINED � \� ------- _I n TOP OF ROOT CROWN SHALL / / SUBGRADE MATERIAL ® / _ 12 IgS 3" MULCH AS SPEC. \/ / / / + Q NOT BE MORE THAN 2" TAMPED POROUS �(��� �1` I REQUIRED TREES AT ROAD FRONTAGE: ' AUG 3 t�22 BELOW SOIL LINE (WELL DRAINED) � \ LIM SEED MIX FOR NATIVE/NATURALIZED TURF AREAS:3 MIN. TOP OF ROOT MASS AND SUBGRADE LANTING BED--- `O (WHERE MOWING IS ANTICIPATED 1 FLARE OF TRUNK TO BE V-1 1 cod +� \ REQUIRED: 1 TREE (2"MIN) PER 40' OF FRONTAGE Southold 7oiNn-�' SLIGHTLY ABOVE SURROUNDING GRADE GROUNDCOVER PLANTING 5 VdAB \ 1 c�a 1 X 189.58 = 4.74 SAY 5 P!anrill9 Board U PLANTING SOIL \ 5 VdBB O AS SPEC. FINISHED GRADE N.T.S. 235' PROVIDED: 5 TREES 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE _ 3 MIN. 33.0% - FESTUCA OVINA - SHEEP FESCUE BALL 71 Z ``� ` 11ChP REQUIRED INTERIOR TREES: 10.0% - FESTUCA BREVIPILA, 'BEACON' - HARD FESCUE, -BEACON- ROOT46 Jv ' 1 5.0% - FESTUCA OVINA VAR. DURIUSCULA, 'RHINO' - HARD FESCUE -RHINO- NOTEo DISPERSE EACH ROOT MASS INTO PLANTING 1 A AB REQUIRED: 1 TREE 2"MIN. CALIPER PER 10 STALLS TAMPED POROUS DIG 2°(MIN.) SOIL. STAGGER PLANTS THROUGH OUT g I ( ) 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA) BLUE RAY' (WELL DRAINED) DEPTH TEST PLANTING BED. WATER IMMEDIATELY AFTER 5 vDBB 1 X 6 54 STALLS = 6 SUBGRADE HOLE TO VERIFY PLANTING (TYP.) i ( ) BLUE FESCUE, "BLUE RAY- SUBGRADE RpOT��L ` ' WELL DRAINED 2"To 3" DEPTH --- 5.0% - POA PRATENSIS, 'ARGYLE' - KENTUCKY BLUEGRASS, 7�RGYLE- SUBGRADE MULCH AS SPEC. ; 1 TREE (2"MIN. CALIPER) PER 40' OF PERIMETER PARKING 5.0% - POA PRATENSIS, 'SHAMROCK' - KENTUCKY BLUEGRASS, .6HAMROCK- U W�DI7Y MATERIAL 3" HIGH S` ; FINISHED GRADE I 1,270 LF 40 = 32 I I 1 A AB TOTAL = 38 TREES 3.0% - AGROSTIS PERENNANS ALBANY PINE BUSH-NY ECOTYPE - AUTUMN v EVERGREEN SLOPE PLANTING PLANTING SOIL AS SPEC. I 5 V�AB(MIN.B" S L A DEPTH) NOTE: i BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE N.T.S. DIG 2HOLE) DEPTH i I PROVIDED: 38 TREES 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1 ,000 SQ. FT. ' F TEST HOLE TO VERIFY ROOT MASS / WELL DRAINED /� SUBGRADE MATERIAL { II USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. TAMPED POROUS Q (WELL DRAINED) -PLANTING BED - `(� I SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. SUBGRADE p6� a ORNAMENTAL GRASS & PERENNIAL PLANTINGS i 1 I 1 coA Q r- N.T.S. ! I 5 VdBB 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD TREE- DUG AS PER Oo� 11ChP DATE BY DESCRIPTION APPROV. BY RECENT STANDARDS FOR alkSHRUB- DUG AS PER I' NURSERY STOCK AS RECENT STANDARDS FOR y ' " PUBLISHED BY THE �a NURSERY STOCK BYK AS THE 1 A AB REVISIONS AMERICAN NURSERY & �d (� I CcA i rn LANDSCAPE ASSOCIATION AMERICAN NURSERY& I 5 v BB LANDSCAPE ASSOCIATION 1��g 5 VdBB ;, TOP OF ROOT �_-- ---- 5 vDBA TOWN OF S O U T H O L D WRAPPING AS SPEC. TREE FLARE AT TRUNK SLIGHTLY ABOVE 5 VdBB I 3" MULCH AS SPEC. MASS TO BE SUFFOLK COUNTY NY 3" MULCH AS SPEC. Y 6 TO BE SLIGHTLY SURROUNDING GRADE J HIGHER THAN 4" HIGH SAUCER (TYP.) C L 4" HIGH SAUCER (TYP.) SURROUNDING GRADE I I C A R R O L L AVENUE COTTAGES LF) N FINISHED GRADE FINISHED GRADE 1 AgAB . . O - - - s 189,58' 4 1 AgAB CL PLANTING SOIL AS SPEC. PLANTING SOIL AS SPEC. NOTE ® ® 5 v BB . N 41 39 30 W Q DING NOTE* DEPTH DIG TEST HO E)TOEPTHVERIFY _ . P��of NEW LANDSCAPE PLAN TEST HOE TO VERIFY ///\// / �// WELL DRAINED - ON� U.Q WELL DRAINED ��j�\� ���\- SUBGRADE MATERIAL C\ S ROOT BALL SUBGRADE MATERIAL ROOT BALL \�7 X ROOT BALL WIDTH (MIN.)---� L. K. McLEAN ASSOCIATES P.C. K ROOT BALL WIDTH (MIN. TAMPED POROUS CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TAMPED POROUS (WELL DRAINED) (WELL DRAINED) SUBGRADE /�®/ CJ,/IDE, n +> W SUBGRADE TYPICAL TREE PLANTING SITE PLAN 6 rr THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. a SHRUB & EVERGREEN PLANTING --- - - ] �/ I IF ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � 56985 V Designed By: MF/CFD Scale: AS NOTED N.T.S. ( � A Y EN AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS N.T.S. SCALE: 1 "=30' i� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL p/porr ilpy� ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE r C SSIIoI� J U N E 2022 P L 1 PROFESSIONAL ENGINEER MUSf SIGN, SEAL, DATE AND --�.,.., Drawn By: MF Date: QDESCRBE THE FULL DRAWING AND/OR IN THE SP CIFlCATIOT OF THE N ALTERATION U SECTION 7209-2). Approved By: RGD File No. 21039.000